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C O N S U LT I N G
Engineers Group Ltd.
An ISO 9001I: 2000 CompanV
E-12.Mo1 Colony, MaMiya Nagr. Jaipur - 302017 (INDIA)
Tl.: 0141-2520899, 2521899,2520556 * Fax: 2521348
E-mail: cegrcegindia.com. URL: www.cegindia.com
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
CONTENTS
PAGE
NOS.
EXECUTIVE SUMMARY iv - xiv
CHAPTER- I 1-25
1.1 BACKGROUND OF THE PROJECT 1
1.2 BRIEF DISCUSSION ON EXISTING ENVIRONMENT 1
1.3 POTENTIAL IMPACTS OF THE PROJECT 2
1.3.1 LAND TO BE ACQUIRED 2
1.3.2 AFFECTED CPRS REQUIRING MITIGATION MEASURES 3
1.3.3 LOCATIONS OF TREES 16
1.3.4 MATERIALS TO BE USED 23
1.4 EVALUATION OF IMPACTS & NEED FOR 25
ENVIRONMENT MANAGEMENT ACTION PLAN (EMP)
CHAPTER - II 26-92
2. ENVIRONMENT MANAGEMENT ACTION PLAN 26
2.1 PRE-CONSTRUCTION STAGE 27
2.2 CONSTRUCTION STAGE 40
2.3 OPERATION STAGE 70
2.4 CONSTRUCTION PERIOD 77
2.5 OPERATION PERIOD 86
CHAPTER - III 93-102
3. INSTITUTIONAL ARRANGEMENT 93
3.1 RESPONSIBILITIES OF OWD 93
3.2 CAPACITY BUILDING 96
3.3 ENVIRONMENTAL MANAGEMENT MONITORING 96
PROGRAMME
3.3.1 MONITORING OF VARIOUS COMPONENTS 96
3.3.2 SUPERVISION & MONITORING OF IMPLEMENTATION 97
ACTIVITY ON EMP (CONTRACTOR'S SELF AUDIT)
3.4 STANDARD SYSTEM OF SITE INSPECTION, REPORTING 99
AND APPROVAL
3.4.1 PRE-CONSTRUCTION STAGE 99
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3.4.2 CONSTRUCTION STAGE 99
3.5 MONITORING AND SUPERVISION BY EMU 101
CHAPTER- IV 103-110
4. ROAD SAFETY 103
4.1 ROAD SAFETY AND TRAFFIC MANAGEMENT MEASURES 104
4.1.1 PROVISION FOR PEDESTRIAN BAYS, LIVESTOCK 104
UNDER PASSES AND WAY FOR NON-MOTORIZED
TRAFFIC
4.1.2 PRESENCE OF ROADSIDE TREES, POLES, DITCHES, 105
STEEP SLOPES AND BARRIERS
4.1.3 OVER LOADING OF VEHICLES 105
4.1.4 SIGNS, ROAD MARKINGS AND INTERSECTION 105
LAYOUT
4.1.5 ROADSIDE ACCESS, PARKING AND BUS STOP 106
ARRANGEMENTS
4.1.6 MEASURES TO CONTROL VEHICLE SPEED IN URBAN 106
AREA
4.1.7 IDENTIFICATION OF BLACK SPOTS OR ACCIDENT 106
PRONE AREAS
4.1.8 IMPROVEMENT IN APPROACH TO SENSITIVE 106
RECEPTORS ALONG THE CORRIDOR
4.1.9 ROAD SAFETY AND WILDLIFE HABITATS 107
4.1.10 PUBLIC AWARENESS 107
4.1.11 CONDUCTING AWARENESS PROGRAMMES 108
4.2 ACCIDENTS AND EMERGENCY SITUATIONS 108
4.2.1 ACCIDENT CASES AND PUBLIC RESPONSE 108
4.2.2 REMOVAL OF ROAD BLOCKAGES 108
4.2.3 STATUTORY RESPONSIBILITY 109
4.2.4 RESPONSIBILITY OF VOLUNTARY ORGANIZATION 109
4.2.5 RESPONSIBILITY OF SCHOOLS, COLLEGES AND 109
OTHER EDUCATIONAL INSTITUTIONS
4.2.6 ROLE OF HOSPITALS 109
4.3 EMERGENCY RESPONSE PLAN (ERP) 109
4.3.1 SEQUENCE OF EVENTS AFTER AN ACCIDENT 110
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4.3.2 ROLE OF DOCTORS IN ERP 110
CHAPTER - V 111-112
5. GENERAL DISCUSSION III
5.1 ENACTMENTS FOR ATTENDING TO SEVERE ACCIDENTS III
5.2 ACTION PLAN IN CASE OF EMERGENCIES 111
5.2.1 EMERGENCY PLAN IN THE EVENT OF ROAD MISHAPS 111
5.2.2 EMERGENCY PLAN IN THE EVENT OF EMERGENCY 112
(DUE TO MAJOR ROAD ACCIDENTS, GAS TANKER
EXPLOSIONS ETC.)
5.2.3 EMERGENCY PLAN IN THE EVENT OF EMERGENCY 112
(MAJOR IN NATURE) DUE TO NATURAL DISASTER
CHAPTER - VI 113-141
6. COSTING OF THE EMP 113
6.1 DETAILED ESTIMATION OF COST FOR VARIOUS 113
ENVIRONMENTAL STRUCTURES TO MITIGATE/
MINIMIZE IMPACT
GUIDELINES AS A CONTRACT DOCUMENT 142-194
GUIDELINE - 1 142-143
GUIDELINE - 2 144-150
GUIDELINE - 3 151-154
GUIDELINE - 4 155-156
GUIDELINE - 5 157-164
GUIDELINE - 6 165-166
GUIDELINE - 7 167-167
GUIDELINE - 8 168-169
GUIDELINE - 9 170-183
GUIDELINE- 10 184-188
GUIDELINE- 11 189-191
GUIDELINE - 12 192-194
FORMATS
DRAWINGS
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Executive Summary
This is one of the oldest roads from Bhadrak to the east while Chandbali river port
connecting NH-5 with the costal tracts of Orissa. Total distance from Bhadrak to the
Baitarani river bridge at Chandbali covers km 51. This is one of the 9 road corridors.
OSRP of Orissa Works Department has decided to develop in Phase-I project activity
under Year-I projects. This will be connected to SH-53 i.e. Bhadrak - Anandapur -
Karanjia out of which the 1" package will cover 49.225kms from kmO to
km49.225kms up to district border of Keonjhar and Mayurbhanj near Godabhanga.
Thus the 1't package may be called ABC package i.e. Anandapur - Bhadrak -
Chandbali covering 49.225kms of SH-53 and 45.910kms of SH-9. The balance will
be taken up in phase-I, year-2, and project activity.
The environment and Biodiversity studies for pre construction, construction and post -
construction period have been evaluated and summarized in the draft final
Environmental Assessment Report vividly.
This report further concentrates on site specific and corridor specific management
action plan to meet the standards set forth in the reports earlier, so as to avoid,
mitigate & minimize the various threats from environment and Biodiversity point of
view through out the project period of 3 years and post construction monitoring there
after, as would be required from time to time.
Corridor connectivity is the link between NH-5,5 A,9 and 9A proposed Dhamra port
and existing Paradeep port, proposed POSCO, as well as some local development that
will come up in between in the coastal belt. The mining activity in Keonjhar &
Mayurbhanj district,the industries being developed in Sukinda valley shall get
connected to the sea ports via SH-53 and NH-5 as well as SH-9 & 9A, when the entire
corridor gets upgraded and improved.
The land acquisition proposal has been submitted to the district Collector Bhadrak
containing the land ownership details of 34 revenue villages, which includes non-
forestlands over 33.25 acres comprising of govt. and private land of agricultural and
non-agricultural origin for SH-9. Similarly in case of Bhadrak to Anandapur the area
proposed to be acquired for SH-53 portion up to Godabhanga will be 11.27 acres of
private lands, 1.99acres of govt. land relating to Bhadrak district and 14.90acres of
private land, 2.62acres of govt. land in Keonjhar district. Out of the govt. land
indicated for Bhadrak and Keonjhar district portion of SH-53, there are 0.08acres of
forest land pertaining to Anandapur village of Keonjhar district comprising of
Gramya Jungle plot no.5130, 5148, 4944, 4308, 3389 and 3368 as per ROR details
made available by the Tahasildar of Bhadrak, Bantho and Anandapur Tahasils of both
the districts.
In case of SH-9 many such lands going to be acquired, are either ponds or wetlands
owned by private and community agencies. The road passes through thick habitations
and the flood plains of river Baitarani besides the inter tidal flow of river mouth close
to Chandbali up to Arjunabindha. In case of SH-53 portion i.e. Bhadrak and Keonjhar
district, the net land area going to be acquired is 13.26 and 17.52acres respectively
most of which comprises of agricultural land and few government land. Few
irrigation channels are running parallel / adjacent to Bhadrak - Anandapur road. The
"blind" curves and "S" curves have been corrected and straightened requiring
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additional agricultural and non agricultural land at three locations. It has been
proposed to develop these sites as utility zones for the commuters besides avenue
planting and compensatory aforestation for the forest area and avenue plants those are
proposed to be felled.
In case of SH-9, the area relates to the location of Bhitar Kanika Wild life sanctuary
and National Park within the impact limit of lOkms from Chandbali which is not
covered due to development of a separateproject for connecting the Baitarani bridge
with Arjunabindha either avoiding the Chandbali township and narrow banks of the
river on the left or shoring up the deep river bank and acquiring land from the river to
widen the road. The inter connectivity of road development related water pollution
and soil erosion may influence the eco system of the National park down stream,
which is famous for the salt water crocodile, mangroves, water birds, several kinds of
fish and crustacean and mollusks besides the water monitor lizard and land monitor
lizard. Therefore the proposed package has been designed up to 45' .Km. only
,leaving the balance length to be taken up with the package for SH-9 A after a
thorough study. The flood plains together with the inter-tidal flat beds of Agricultural
land act as the best breeding ground for the above-mentioned life forms and the ever-
changing soil and water salinity and fertility of the area.
Similarly for the road portion of SH-53 from kmO to km 49 , the corridor passes
within 3kms from Hadagada wildlife sanctuary(BAULA R.F.), near Boncho and
directly intersects a zone of elephant & bear movement between 51km to 54km i.e.
from Toradia nala up to Gohirabani village limits. More specifically elephant herds
are damaging the agricultural crops and houses of Bankhedi and Colony sahi villages
on their migratory routes from Hadagada sanctuary towards Keonjhar across river
Baitarani. A provision for bear and elephant pass has been suggested at 52.800kms,
which is likely to require additional land acquisition to develop a corridor of
movement for wildlife up to river Baitarani. An alternate suggestion is proposed to
develop small water harvesting check dams on the beds of Toradia nala to prevent the
wildlife coming across this nala for water and agricultural crops. The impounded
water in the reservoir in Toradia nala check dams will help in conservation of
wildlife, less acquisition of agricultural land of Tribals and agricultural crops besides
vegetables grown along the flood plains of river Baitarani.
Considering the cost that will be involved in providing an elephant underpass and
barricading the corridor, (from the forest up to Baitarani) river together with cost of
land acquisition, which may come around Rs. 1 crore, the development of check dams
project in and around in Bankhedi before the Toradia bridge is an alternative to
provide better opportunities for agriculture as well as wildlife conservation at less
expenditure .It is also proposed to avoid the Elephant underpass by easing the
embankment slopes at desired locations around Bankhedi on either side of the road
and posting waming signposts for road users.
Adverse Impact on Environment
The road development activity, which affect the environment in 3 stages i.e. pre
construction, construction and post construction period shall affect the avenue
plantations where trees more than 100 years old will be required to be removed.The
green tunnels, the food sources and nesting areas formany creatures will be lost. The
low drainage system will get silted, the rich and fertile agricultural lands will be
brought under non agricultural use, the ponds and wet lands, which are a cheap source
of protein for the residents along the corridor, the houses, the drinking water sources,
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schools, colleges, market places and the open causeway allowing the flood water flow
un obstructed shall come under stress and some of them may altogether get lost.
There is no scope of bringing in road construction materials from nearby locality in
this corridor due to the absence of sand, Morrum, granular sub grade materials, bricks,
hard stones, granites or fly ash along with soil of required quality from any quarry
within 15 to 20 kms from the road corridor.The construction materials will be colleted
from quarries located 43km away at Bagudi quarry and sand from Baitarani river
between Ambagadia to Anandapur at different places as would be allowed by the
Tahasildar Anandapur or from Sathipur on NH-5 .The Hot mix and Batch mix plant
are proposed near Bhadrak.
Considering the above factors the effect of pre construction, construction and post
construction activities, effects and assessment and monitoring mechanism
precautionary measures, emergency action plan, soil and water conservation,
development of habitat, avenue plantation, various cost components, conditions to be
incorporated in the contract document, various stages of supervision and maintenance
schedule all have been discussed after indicating the affected structures, locations,
drainage systems along the corridor in the tables below. In all projects after
completion of the project work much of the debris and ugly scars of development are
a normal feature under Indian conditions to avoid which carefull action plan to record,
monitor and improve the activities have been duly conceived and put into this report.
Table showing Land to be Acquired from Chandbali to Bhadrak (SH-9 Part) &
Bhadrak to Anandapur (SH-53 Part)
Total no. Name of Land area to be Acquired Nameof Total Land
SH No of No. of the in Acres the of to be
villages Tahasils Revenue division acquired in
covered district Govt. Private Forest Acres
SH-9 23 3 Bhadrak 8.92 24.37 0.00 Bhadrak 33.29
(Part) Wildlife
division
SH-53 12 2 Bhadrak 1.99 11.27 - 13.26
(Part)
SH-53 14 1 Keonjhar 2.54 14.90 0.08 Keonjhar 17.52
(Part) forest
division
Total 49 6 13.41 50.54 0.08 1 Forest 64.07
division
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Table showing the CPRs and Trees Likely to be Affected along with Location of
Hot mix /Batch mix plants and Quarry sites of SH-9
Numbers No. of Trees Location Location of Quarry
Si. Type of of Hot Length &
N. Distance Stutrsmix & quality of
No. Structures Left Right Left Right Batch Material Location Hul road
mix plant
1 0-46 Rvr 37 kmn
Right 0 River from
- - 3488 1915 ther Sand at Bhadrk
either Sahpr (kmn) on
side onatHipu way to
oNH5 Cuttack
Kupari 32 km
on from
Bhadrak Bhadrak
- (Okm)
Morrum Bontho
Kupari
road on
SH-53
and
MDR
From
Bhadrak
(Okm) .34
GSB & At km on
Morrum Baghudi NH-5 and
Quarry, hill on 9km on
Stone NH-5 feeder
Quarry 9km road from
NH-5 to
quarry
site
2 046 Religious
structures 8 18 - - -- -
partially
affected
3 0-46 Hospital
partially 3
affected
4 0-46 Schools
Partially 8 5
affected
5 0-46 Office
buildng 0
Partially 5 0
affected
6 0-46 Banks
partially I
affected
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7 0-45 Passenger
shed at
bus stop 3 2
fully
affected.
Partially 4 5
affected
8 045 Spur 74 - -
junction 52 7
9 0-45 New bus
bay 20 19 - -- -
provided
10 0-45 New Toll I I
plaza
11 045 Ponds &
water 41 42
bodies
12 0-45 Hand 27 13
13 045 Taps 8 8
14 0-45 Well
partially - I
affected
Table showing the CPRs and Trees Likely to be Affected along with Location of
Hot mix /Batch mix plants and Quarry sites of SH-53 (Part)
Numbers No. of Trees Location Location of Quarry
- -of Hot Length &
Si. Distance Type of mix & quality of
No. in km Structures Left Right Left Right Bmitch Material Location Haul road
plant
1 0-49.225 42 km
Left River fro m
1482 14Baitarani at Bhadrak
221482 1495 km2l Sathipur on (0km) on
22NH-5 way to
Sand Cuttack
LetRiver 1km
LeftBaitarani at unpaved
45km Aandar Kuchha
Anandapur ra
road
Kupari on 32 km
Bhadrak _ from
Bontho Bhadrak
Monrum Kupari (0km)
road on Black top
SH-53 and & WBM
MDR road
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From
Bhadrak
GSB & (Okm) .34
Morrum At Bagudi N and
Quarry, hill on NH-- NH5 ond
Stone 5 -9krn ekmr -
Quarry d fedro NH
Quany road from
NH-5 to
quarry site
l0km
from
Anandapur
GHire1 at km45 -
2N--1 0-9.2 5kmgou
towards 7 6
iajur oad from NH-
affpr ro 215
towards
right
4km to the
right on
Chhenapadi WdM
on SH-53 road
approval
to be taken
2 0-49.225 Religious
structures 7 6 - - --
partially
affected
3 0-49.225 Hospital
partially 2 1
affected
4 0-49.225 Schools
partially 9 4
affected
5 0-49.225 Colleges
partially I I Detaied i
affected
6 0-49.225 Office
building 1 4 - - -- -
Partially
affected
9 049.225 Passenger
shed at
bus stop 3 1 - - -- -
fully
affected.
Partially 3 3 - - -- -
affected
10 049.225 Su 0 5
junction C 5
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-1 0-49.225 New bus
bay11 1 - --- -
provided l
12 0-49.225 New Toll I
plaza
13 0-49.225 Ponds &
water 11 6 - - -- -
bodies
There are 2 Ponds coming within the Centre on the RoW as per the proposed alignment at km2.448 and kml 7.100
14 0-49.225 Hand 25 15 |-
15 049.225 Taps 6 5 {i -
As per the above table the fully affected structures are to be relocated in consultation
with public and the concerned department such as, Urban development, CD &
Panchayat Raj, Public Health department, Rural Water Supply & Sanitation
Organization, Urban development department etc. or compensated.
FOREST and PROTECTED AREAS:
The presence of 2 protected areas i.e. Sanctuary and National park at Bhitarkanika
and Hadagada wildlife sanctuary along with 1 Biosphere Reserve buffer area within
lOkms radius of the project brings this projects under category A (as per the latest
guidelines issued by government of India, Ministry of Environment and forest
notification No.1433 dated 14/09/2006). There is proposal to limit the development
activity under phase-I, Year-I projects up to a distance beyond which, there is
requirement for major decision on structural designs, wildlife underpasses and long
diversion of the road involving fresh acquisition of land. In this case to negotiate the
congested approaches up to Baitarani river bridge beyond Chandbali bazaar the
requirement of one diversion from 5km up to the bridge approach is necessary.
Similarly to avoid provision of a passage for movement of elephants, bears and other
wildlife across SH-53 near Bankhidi at chainage km52.800 there is additional
requirement of land acquisition for the road embankment and corridor development.
The situation being volatile a hard decision has to be taken for developing one minor
irrigation structure on Toradia nala in place of the road embankment and corridor
development, so that the problem of tribal discontentment can be avoided together
with benefits for the wildlife and agriculture. This requires avoiding elephant
underpass with combined departmental action of Forest, Irrigation, Revenue and
OWD for development of check dams for working as source of water for wildlife.
This has limited the Phase-I, Year-1 project route of Bhadrak - Chandbali and
Bhadrak - Anandapur from Okm to 45km and Okm to 49km from Bhadrak, which
reduces additional acquisition of tribal land and tribal resistance in Keonjhar district
as well as local resistance around Chandbali. Since negligible forest land is involved
within 49km of SH-53 except in Anandapur revenue village limits that too without
involving reserved or protected forest, the proposal comes up with minimum
acquisition of tribal and non tribals land and minimum non forest use of forest land.
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Major Environmental Structures
The zone is prone to cyclone and flooding depending upon the weather condition over
Bay of Bengal. Care has been taken to retain as many numbers of giant trees and
green tunnels at least in a single row of avenue plants, so that the force of cyclone and
destruction will be limited and nesting, perching, and feeding continues un interrupted
on SH-9 & SH-53.
Sufficient number of bridges and culverts with adequate and additional span and
vantage are provided with improvement of black spots on the corridor by additional
geometric correction of road alignment at sharp bends and "S" curves.
Submergible zones as per the HFL data on Bhadrak - Chandbali and Bhadrak -
Anandapur corridor during last rains (2006) has been considered for designing the
road embankment and drainage. Pedestrian and cattle movement zones are being
provided on the bridges and culverts going to be constructed afresh.
Several structures are suggested with technical details and cost for avoidance,
mitigation and minimization of the impact on road users, wildlife, drainage, avenue
planting, soil erosion and pollution.
Action Plan for Environment Impact Mitigation
The impact mitigation as discussed in fore going pages requires to be taken up in
holistic manner with a sequence of operation so that adverse effects are not magnified,
rather reduced to negligible level.
Sequence of Construction to Minimize Adverse Impact
The portions of the road which were previously getting submerged prier to this project
are to be taken up first of all with adequate provision of diversion facilitating
movement of traffic on a firm but stable temporary road with adequate vantage and
above the HFL, where the entire road surface is now proposed to be cut off for
constructing the bridges and culverts in place of cause way and old culverts between
km 5.5-5.9, km 15-16, km 25.200 - 26, km 27.500 - 28.500, km 29.500 - 30.500,
31.600-32.700, km 33.700 - 36.500 and km 46.5 - 46.9 for Bhadrak - Chandbali
portion. The non submergible zones can be developed latter on through similar
sequencing keeping in view the working season and traffic load, so that over
crowding is avoided. This is because such location are inside or adjacent to markets,
thick residential areas and major road junctions at km 0-1, km 2.5-4, km 13-15, km
31-33, km 43-45, km 49-50.
Similarly in case SH-53 the submergible portion between 4km to 17km, 34km to
36km, 39km to 43km, 45km to 48km, intermittently requires raising of embankments
with additional and improved vantage. The sequencing is furnished in the table
below.
Table showing sequencing of Bridge and Culvert Construction Activities on SH-9
Chainage wise Sequence pattern
No. 5.5 1 25.200 |27500 29.500- 31.600- 33.700- 46.5-
-26 28500 30.500 32.700 36.500 46.9
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I i - Li - Fi - Li
2 - | E - l -
3 Li - i-- i-L
Table showing sequencing of Bridge & Culvert Construction Activities on SH-53
Si. Chainage wise Sequence pattern
No. 4 -6 6 -10 10- 15 15-17 34-36 39-43 45-48
1 - L - i L
2 O n o o
3 E l Eli Li El
4 LI n - 0
The above sequence of operations are marked according to the specific locations
where submergence may dislocate the connectivity during rains and therefore proper
diversion with adequate openings and adequate height has to be provided by the
contractor before dismantling the existing surface and old structures.
The table showing the common property resources and sensitive receptors as
indicated above relating to Schools, hostels, colleges, hospitals, Anganbadi and ANM
centre, drinking water sources, temples, shrines are to be carefully treated at the time
of pre construction activity for allowing them the required compensation to relocate
the structures away from the RoW at identified new locations, before the actual
construction activity starts, which will be on the basis of the progress made in settling
of the compensation issue and the effective mobilization of machineries, equipments
to shift the utilities and come up with construction work.
Detail design specifications have been provided in this report for implementation of
various structural designs and precautionary measures in the form of guidelines and
additional contract document for environment and biodiversity activity.
The use of ground water resources as drinking water source is liable to be affected
during dismantling of bore wells and taps to minimize which, provision for sealing up
of tube wells and taps after extracting the usable materials and fittings has been
suggested. Additional provision of better sanitation facility in this poor drainage
basin has been suggested by going for a raised platform around the bore wells or stand
posts with connectivity to a soak pit for preventing spillage and pollution in an around
such water sources together with provision of tree planting as site enhancement.
There are 7 wildlife underpasses at wetlands, creeks, drainage channels, submergible
areas, such as at km 26.43, 28.83, 30.15, 31.7, 35.8, 40.9, 43.2 on SH-9 and 5 wildlife
underpasses on SH-53, where amphibians, reptiles and rodents crossings are located
in shape of trap drains with hume pipe viaduct connectivity for preventing death of
wildlife under the wheels of first moving vehicles. This is an agrarian economy
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where lots of carts, domestic cattle and pedestrian movement with head loads of
agricultural products are on the move. Therefore, some of the existing old bridges
and culverts and all the new constructions shall have additional provision for a
footpath facilitating pedestrian and domestic cattle movement.
The proximity of the protected area and the movement of tidal water within 30km to
5 lkm on SH-9 and presence of water bodies causing submergence from Okm to km 17,
km34 to km36, km39 to km43, km45 to km49 on SH-53, through drains, creeks and
canals has encouraged existence of numerous ponds, wet lands, which provide
employment and food to local people for traditional fishing and Pisci culture.
Therefore all efforts have been made to locate the labour camps, machinery and
equipments, stores as well as POL in non-flood prone areas i.e. in between km 21 to
km 22 besides temporary camps of men, machineries and equipments.
The abstract cost of the project for environment and biodiversity action plan with
management and monitoring devices comes to Rs. 59918098.00 for SH-9 & SH-53
Phase-I, Year-I package, furnished with drawings, locations and estimation of cost for
each of the items of activity, which is liable to vary in case of appreciation or
depreciation of the units of activity.
Avenue plantations to replenish the lost vegetation along the corridor shall be taken
up by contractor using 1'/2-year-old Polly pot plants not below 0.7mtrs in height
planted on mounds of earth in case of wet lands and on level ground above HFL in
pits of 45X45X45cm size.
The carpeting of the slopes on embankments shall be taken up through showing of
Cassia tora, Tephrosia villosa, Vertiver species etc. spaced at 30cm interval from row
to row.
Last but not the list almost the entire quarry material shall be transported from far of
places beyond Bhadrak on the NH-5 and SH-53 as a result of which lot of stock
pilling has to be carried out to make an inventory of materials which shall be located
on high land with slope protection measures and water spray where necessary besides
anti erosion mulch covering of grass carpets / coir carpets /silt fencing as the case may
be that will be decided by the Supervision consultant and environment export
depending upon the location and weather condition of the zone during construction
activity.
The hazards that may arise out of equipments, machineries, POL, chemicals, highly
inflammable materials and poisonous substances with residual effect has to be
addressed as per emergency procedure for countering and neutralizing the effect on
the eco system.
The following quantities of natural occurring minor minerals are estimated to be
required for the road development process in a nut shell.
Approximate quantity of road construction materials.
Item Quantity Ton
Earth Work from Borrow pits 443329 M3 618377 MT
Sand & Crusher dust 59935M3 95135MT
GSB & Mornum 285405 M3 523242 MT
Course Aggregate 388722M3 589837 MT
Bitumen 1561203 SQM 520.8 MT
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Water 1,580 KL,
Filter Material 114258 MT,
Cement 210 MT and
Most of these materials shall be procured from quarries except bitumen, PC and TAC,
cement, HYSD bars, POL etc. from manufacturers.
All disposable debris and utilizable waste products, shall be properly recycled at
appropriate channel through public auction sale of the material at site by the
contractor at pre construction, construction and post construction period depending
upon the agencies involved as would be decided by the site engineer, the supervision
consultant and the environment of the PIU in consultation and prier approval of the
State Pollution control board and the local administrative authority. No garbage,
sewerage and drain water shall be allowed to a free flow that may contaminate the
surrounding and therefore has to be impounded effectively through pounding as per
the approved plan of action agreed upon by the local authorities of SPCB, Panchayat
Raj institutions, District administration and the Supervision consultant.
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CHAPTER I
INTRODUCTION
1.1 BACKGROUND OF THE PROJECT:
Orissa State Roads Project (OSRP) is a road upgrading and rehabilitation initiative by
Government of Orissa and will be implemented by Orissa Works Department (OWD).
The total estimated project cost is 315 million US$. Out of this 250 million US$ will
be funded by International Bank for Reconstruction and Development and rest by
Government of Orissa. The Project will be implemented in phases. Under Phase - I of
the Project, 825 kms of State Highways has been selected for up-gradation and
rehabilitation on priority basis. Out of the 825 kms of road corridors under Phase I of
OSRP, -360 km are to be covered in Ist Year of the Phase I programme.
The present Environment Assessment is for corridors under (Phase - I: Year 1).
Namely,
Bhadrak - Chandbali (SH 9) (45.910km)
Bhadrak - Anandpur (SH 53) (49.225 km),
Khariar - Bhawanipatna (SH 16) (68 km out of 70km),
Berhampur - Taptapani (SH 17) (41km out of 150.10 km up to Bangi Jn.) and
Bangi Jn - JK Pur (SH 4) (41.8 km).
The broad objective of the project is rehabilitation of existing road network involving
rising of formation levels, strengthening of pavements and where necessary widening
and realignment of roads.
The detailed design process for these road corridors was initiated in early 2006 and is
in progress. The expected contract period for construction work is 24 months, which
has been referred in the discussions of the report as the construction phase. After
construction work, the project will enter into operational period. The design life (or
operation period) of the project is 20 years from the start of operation.
1.2 BRIEF DISCUSSION ON EXISTING ENVIRONMENT:
The Anandapur - Bhadrak - Chandbali corridor is the total package of 108 kms
(57km + 51km). Out of which the first Package under Year-I covers km 0/0 to km
48/0 of SH-53 and kmO/O to km45/0 on SH-9, which connects Chandbali with NH-5A
through SH-9A and Bhadrak - Dhamra seaport road with Paradeep seaport. This also
connects NH-5 and NH-60, and NH-215. The road connectivity shall improve
between Anandapur to Chandbali and beyond after the project is completed.
The major water sources are river Baitarani and its numerous branches between
Anandapur to Chandbali constituting the flood plains and inter tidal zones etc., which
is a major source of sustenance for local farmers, fishermen and which provide
breeding and feeding ground to several flora and fauna both beneficial for the ecology
of the area.
There is one protected area (Hadagada sanctuary) within 3kms from Chhenapadi on
SH-53 towards right and there are no reserved forests or protected forest in the entire
corridor between 0/0 km to 45/Okm of SH-9 and kmO/O to km 48/Okm of SH-53.
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Thus the cutting of forest and impact on account of road construction equipments,
machineries will be very very negligible for a short duration.
The road between Anandapur to Bhadrak and Bhadrak to Chandbali is more than 130
years old and there are lots of giant trees on either side of this corridor attaining girth
above 2400 mm an height of more than 20mtrs in form of ficus, Terminalia arjuna,
anogisus accuminata etc. which will be removed during road expansion leading to
loss of avenue trees numbering 7380 over a distance of 93kms. This opening in the
canopy will increase the summer temperature, cyclone damage potential, wind
velocity and carbon concentration over the entire stretch as the traffic volume
increases during post construction period. To counter this negative trend, it has been
proposed to plant 22200 avenue plants along this corridors out of which 30% shall be
by relocating the young avenue plants up to 300mm girth by mechanical means and
by planting very fast growing eco growing plants along this route on either side of the
road where ever little space is available either in shape of one and half year old plants
protected by wire mesh gabions and shrub, bushes, palms to serve as associates for
environmental conservation.
1.3 POTENTIAL IMPACTS OF THE PROJECT:
In the EIA study, a detailed discussion has been made on potential impacts of the
project on the existing environment along the road corridor. A brief summary of these
impacts is presented below.
1.3.1 Land to be Acquired
Around 64.07acres of agriculture and non-agriculture land shall be brought under
changed land use pattern including village forest land of 0.04 acres in Bhadrak district
and 0.08 in Keonjhar district. There are 50.54acres of private land and 13.4lacres of
govt. land in addition to 0.12acres of forest land in both the districts getting affected.
Further the improvement and curve corrections will affect 40 temples, 17 passenger
sheds, 1 police station and 1 police check post, 10 schools, 2 colleges, I post office, 1
govt. hospitals, 8 other govt. buildings and 2 banks besides several residential and
commercial construction that comes within the proposed RoW. The details of spur
road Jn., religious structures, ponds and water bodies, hand pumps, wells, water taps,
passenger shades, hospitals, schools and colleges indicating chainage wise location on
the right or left flank of the road from km0/0 to km45/0 on SH-9 and km 0/0 to
km48/0 on SH-53 covering Chandbali to Bhadrak and Bhadrak to Anandapur overa
distance of 93km are indicated in Table - 2 (A&B).
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Table- 1
Table Showing Land to be Acquired
Total no. Name of Land area to be Acquired Nameof Total Land
SH No. Of No. of the in Acres the Forest to. be
villages Tahasils Revenue division acquired in
covered district Govt. Private Forest Acres
Bhadrak
SH-9 23 3 Bhadrak 8.88 24.37 0.04 Wildlife 33.29
(Part) division
Bhadrak
SH-53 12 2 Bhadrak 1.99 11.27 BWildlife 13.26
(Part) division
SH-53 Keonjhar
(Part) 14 1 Keonjhar 2.54 14.90 0.08 forest 17.52
division
Total 49 6 13.41 50.54 0.12 2 Fdrest 64.07
1.3.2 Affected CPRs Requiring Mitigation Measures
The details are funished below
Table - 2 (A)
Chainage wise location of the CPR on left and right side of SH-9 (Part) coming
under impact for Mitigation measures
Si No. Structure Chainage at km Location Partially affected/fully
left/right affected
I Temple 0.915 Left Partially
2 Post Office 4.525 Right Fully
3 Temple 11.362 Right Fully
4 Temple 11.928 Right Fully
5 Temple 11.932 Right Fully
6 Temple 13.167 Right Fully
7 Temple 13.280 Left Fully
8 Govt.Hospital 13.300 Left Partially
9 Bus Stop 14.173 Left Fully
10 Temple 14.583 Right Fully
11 Office Bldg. 16.355 Left Fully
12 Police Station 17.100 Left Partially
13 Bus Stop 17.317 Right Fully
14 Temple 18.413 Right Fully
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15 Temple 19.376 Right Fully
16 Dibyabhumi Ashram 21.000 Left Partially
17 Temple 21.975 Right Fully
18 Temple 23.640 Right Partially
19 Temple 24.584 Right Fully
20 Bus Stop 24.616 Right Fully
21 Bus Stop 26.010 Left Fully
22 Temple 26.023 Right Fully
23 Temple 27.500 Left Fully
24 Temple 27.746 Right Partially
25 School 27.780 Left Partially
26 Temple 29.400 Left Partially
27 Bus Stop 30.438 Right Partially
28 Temple 30.960 Left Fully
29 Co-Operative Bank 31.300 Left Partially
30 Temple 31.347 Left Fully
31 Check Post 32.885 Left Fully
32 Temple 33.010 Left Fully
33 School 36.200 Left Fully
34 Police Check Post 39.662 Right Partially
35 Temple 39.810 Right Fully
36 Bus Stop 40.000 Left Fully
37 Temple 40.000 Right Partially
38 School 40.720 Left Partially
39 Temple 42.577 Right Fully
40 Temple 42.927 Right Fully
41 Temple 43.317 Right Partially
42 Temple 46.248 Right Fully
43 Temple 46.505 Left Partially
44 Temple 47.557 Left Fully
45 Bus Stop 47.570 Right Fully
46 Temple 47.820 Left Fully
47 School 47.770 Right Fully
48 School 47.837 Right Fully
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49 Bank 48.750 Left Partially
50 Bus Stop 49.320 Left Partially
51 Temple 49.470 Right Fully
52 Temple 49.725 Right Fully
53 Office Bldg. 49.875 Right Partially
54 Souchalaya 49.925 Left Fully
55 Bus Stop 50.000 Right Fully
56 Govt.Bldg. 50.000 Left Partially
Table - 2 (B)
Chainage Wise Location Of The CPR on Left and Right Side Of Sh-53 (Part)
Coming Under Impact for Mitigation Measures
Si No. Structure Chainage at km left/right affected
Irrigation Office 0.980 Right Partially
2 Temple 3.480 Right Partially
3 Temple 3.790 left Partially
4 Temple 3.837 left Partially
5 Bus stop 13.480 left Partially
6 Bus stop 14.500 left Fully
7 Bus stop 14.730 Right Fully
8 School 17.590 left Partially
9 Bus stop 17.600 left Fully
10 Temple 20.000 Right Partially
I1 Govt. Building 20.050 Right Fully
12 Tahasil Office 20.220 Right Fully
13 School 20.250 left Fully
14 Temple 24.250 Right Partially
15 Temple 25.870 left Partially
16 Temple 29.710 left Partially
17 Bus stop 31.635 Right Partially
18 Govt. Building 31.710 left Fully
19 School 33.960 left Partially
20 Bus stop 35.100 left Partially
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21 School 35.150 Right Partially
22 Bus stop 35.823 Right Partially
23 Bus stop 39.840 left Partially
24 Temple 40.580 Right Partially
25 Govt. Building 41.300 Right Fully
26 Temple 41.640 left Partially
27 Temple 42.300 left Partially
28 Bus stop 42.340 left Fully
29 Bus stop 44.230 Right Partially
30 School 44.600 Right Partially
31 Bus stop 48.750 left Fully
32 Bus stop 49.700 left Fully
The Table -2 (A & B) above shows that there are 40 temples out of which 17 partially
affected and 23 fully affected with reference to proposed centre line of the road.
There are 3 forest check gate fully affected and 1 police check post partially affected.
21 passenger shades at bus stops, 10 schools (4fully and 6 partially affected) 1 post
office 2 govt. hospitals, 2 banks partially affected, 3 office buildings partially affected
and 5 fully affected. Besides this 1 Souchalaya (community latrine) is fully affected
and 1 Ashram (hermitage) partially affected. The partially affected structures shall
be provided with adequate boundary wall with noise and dust mitigation measures.
There is 1 common toilet, which is partially affected and the same shall be relocated
away from the RoW for preventing air, water and environmental degradation of the
site along the corridor due to want of proper maintenance and 24hours water supply.
The structures those are fully affected shall be duly compensated by the project as per
R&R policy of the State Govt. and as would be decided by the Compensation
Assessment Committee and the entire responsibility will be laying with the District
Administration and local representatives of Panchayat Raj Institution along with the
managing Trustee (in case of religious structures), so that the same are not relocated
on the pavements again or adjacent to the pavement creating traffic hazard for the
road users. The location and construction of religious structures and statues shall be
prohibited on the RoW and the local people shall be urged during public hearing for
avoiding the RoW and its immediate vicinity for relocation to avoid further
demolition and accidents i.e. likely to accrue in course of future development.
The schools which are fully affected shall be reconstructed at the expense of the
project authority before its demolition during pre construction stage by ensuring
cooperation of the District Administration, the local Tahasildar, Managing Committee
of the Educational Institution, the concerned departments to which it belongs, so as to
select the alter site and construct the structures so demolished at the new location
through the contractor of the project. Only after the completion of school building
shall be demolished for on going construction of the road. In case of other
government buildings, banks, post office, which are partially or fully affected due
compensation shall be paid to the respective departments by the project authority for
relocating /reconstruction of their required structures away from the RoW with
modified approach from the SH. In all such cases where only the boundary wall and
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some minor portion of the office buildings are affected the boundary wall and the
approach gate shall be constructed at the expense of the project by the contractor
before demolition of the existing boundary for safety and security of the govt.
organization. In case of private structures, self help groups, clubs and puja
committees they shall be compensated by the statutory authority as per the R&R
policy of the State Govt. for relocation their structures beyond the RoW.
Table - 3 (A)
List of Hand pumps, Wells and Water taps affected by Road improvement
SH - 9 (Part)
SI. No. Item Chainage at km Location Left /Right Partially /Fully affected
I Hand pump 0.148 Left Fully
2 Hand pump 0.800 Left Fully
3 Hand pump 3.843 Left Fully
4 Hand pump 4.445 Left Fully
5 Hand pump 4.530 Right Fully
6 Hand pump 5.200 Left Fully
7 Hand pump 5.680 Left Fully
8 Hand pump 6.470 Left Fully
9 Hand pump 6.938 Right Fully
10 Hand pump 8.210 Left Fully
I I Hand pump 8.326 Right Fully
12 Hand pump 9.890 Left Fully
13 Hand pump 10.060 Left Fully
14 Hand pump 11.942 Right Fully
15 Hand pump 12.138 Right Fully
16 Hand pump 13.280 Left Fully
17 Hand pump 14.100 Right Fully
18 Water Tap 14.942 Right Fully
19 Water Tap 16.400 Left Fully
20 Hand pump 16.500 Left Fully
21 Water Tap 17.100 Left Fully
22 Hand pump 17.145 Left Fully
23 Hand pump 17.330 Right Fully
24 Water Tap 17.445 Left Fully
25 Hand pump 17.680 Left Fully
26 Water Tap 17.765 Left Fully
27 Hand pump 18.380 Right Fully
28 Hand pump 19.370 Right Fully
29 Hand pump 20.094 Right Fully
30 Hand pump 23.050 Right Fully
31 Water Tap 25.900 Right Fully
32 Water Tap 26.320 Left Fully
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33 Hand pump 26.930 Right Fully
34 Hand pump 29.400 Left Fully
35 Hand pump 30.400 Left Fully
36 Hand pump 30.735 Left Fully
37 Hand pump 31.173 Left Fully
38 Hand pump 36.610 Left Fully
39 Hand pump 37.180 Left Fully
40 Hand pump 37.240 Left Fully
41 Hand pump 45.600 Left Fully
42 Hand pump 45.900 Right Fully
43 Hand pump 46.280 Left Fully
44 Hand pump 46.550 Left Fully
45 Hand pump 47.400 Left Fully
46 Hand pump 47.450 Left Fully
47 Well 47.450 Right Partially
48 Hand pump 47.500 Left Fully
49 Water Tap 47.550 Left Fully
50 Water Tap 47.830 Right Fully
51 Water Tap 49.100 Left Fully
52 Water Tap 49.550 Right Fully
53 Water Tap 49.850 Right Fully
54 Water Tap 50.000 Right Fully
55 Water Tap 50.600 Left Fully
56 Water Tap 50.700 Right Fully
Table - 3 (B)
List of Hand pumps, Wells and Water taps affected by Road improvement
SH - 53 (Part)
Partially affected/fully
SI No. Item Chainage at km Location Left /Right affected
I Hand pump 2.550 LEFT Fully
2 Hand pump 2.741 LEFT Fully
3 Hand pump 3.126 LEFT Fully
4 Hand pump 3.410 LEFT Fully
5 Water Tap 3.770 LEFT Fully
6 Hand pump 3.847 LEFT Fully
7 Hand pump 6.660 LEFT Fully
8 Hand pump 8.454 RIGHT Fully
9 Hand pump 8.562 RIGHT Fully
10 Hand pump 8.879 RIGHT Fully
11 Hand pump 11.564 LEFT Fully
12 Hand pump 13.449 RIGHT Fully
13 Hand pump 14.725 LEFT Fully
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14 Hand pump 16.338 LEFT Fully
15 Water Tap 18.390 RIGHT Fully
16 Water Tap 19.370 RIGHT Fully
17 Hand pump 19.400 RIGHT Fully
18 Hand pump 19.552 RIGHT Fully
19 Water Tap 19.610 RIGHT Fully
20 Hand pump 19.980 LEFT Fully
21 Hand pump 20.200 LEFT Fully
22 Hand pump 20.258 RIGHT Fully
23 Hand pump 21.010 LEFT Partially
24 Hand pump 22.423 LEFT Fully
25 Hand pump 24.200 RIGHT Fully
26 Hand pump 24.255 LEFT Fully
27 Hand pump 26.016 RIGHT Fully
28 Hand pump 26.490 RIGHT Fully
29 Hand pump 27.160 LEFT Fully
30 Hand pump 27.280 RIGHT Fully
31 Hand pump 27.333 LEFT Partially
32 Hand pump 29.000 RIGHT Fully
33 Water Tap 29.052 RIGHT Fully
34 Hand pump 29.680 RIGHT Fully
35 Hand pump 29.834 LEFT Fully
36 Water Tap 29.942 LEFT Fully
37 Water Tap 30.340 LEFT Partially
38 Hand pump 30.350 LEFT Fully
39 Hand pump 31.422 LEFT Fully
40 Hand pump 35.100 RIGHT Fully
41 Hand pump 35.380 LEFT Fully
42 Hand pump 35.820 RIGHT Fully
43 Water Tap 40.900 LEFT Fully
44 Water Tap 41.715 LEFT Fully
45 Water Tap 44.900 RIGHT Fully
46 Hand pump 48.340 LEFT Fully
47 Hand pump 48.750 LEFT Fully
48 Hand pump 49.160 LEFT Fully
49 Water Tap 54.270 LEFT Fully
50 Hand pump 54.310 LEFT Fully
51 Hand pump 56.340 LEFT Fully
The Table -3 (A & B) above indicates 26 water taps, 80 hand pumps (bore wells)
fully affected within the proposed RoW requiring replacement and relocation as these
are the chief source of safe drinking water for the public. While there is 1 open well,
which is partially affected requires to be compensated for other govt. hand pumps and
water taps belonging to Rural Water Supply Boards or the Public Health Department
he project authority shall have to relocate and relay the water tap pipe lines away from
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the RoW before dismantling /decommissioning of the utilities in consultation with the
local administration, the users as well as the regulatory authorities, so that such
relocated sites will approachable located at high ground and the under ground water
source as per the ground water survey data for the area ensures availability of safe
drinking water for human consumption (this zone has the history of layers of water
table which is rich in fluoride or saline ingress or heavy metal deposits etc. which has
to be checked with the Ground Water Survey Organization govt. of India and the
State Community Development Authority of the CD blocks where the bore well are
being sunk.
The water supply lines running along the unpaved shoulders of the roads are to be
shifted after the new pipe lines are laid in the ground and stand post are provided to
ensure water supply during pre construction period by the consultant rural water
supply organization on deposit of cost by the project authority. In all such cases the
stand posts and bore wells shall be provided with raised platform with drainage
system and connectivity with the soak pit as per the detail design and cost structures
enclosed to this report.
Table - 4 (A)
Ponds and Water bodies Affected
SH - 9 (Part)
Si No. Item Chainage at km Location Distance in m Affected in m
left/right from centerline
I Pond 1.017 R 10.0 15.0
2 Pond 2.485 L 12.9 22.0
3 Pond 2.822 R 12.9 55.0
4 Canal 4.424 R 12.8 1176.0
5 Canal 4.470 L 13.0 430.0
6 Canal 5.830 R 13.0 251.0
7 Pond 8.190 R 13.0 18.0
8 Pond 9.280 L 13.0 96.0
9 Pond 6.900 L 8.15 37.0
10 Pond 12.302 R 8.4 19.0
11 Pond 12.580 R 8.3 24.0
12 Pond 12.900 L 12.8 34.0
13 Pond 13.112 R 13.3 19.0
14 Pond 11.780 L 13.0 11.0
15 Pond 19.555 L 12.9 26.0
16 Pond 20.400 R 13.0 53.0
17 Pond 20.470 L 13.0 22.0
18 Pond 20.600 L 12.9 17.0
19 Pond 20.670 L 13.0 14.0
20 Pond 20.725 R 13.0 10.0
21 Pond 20.758 R 13.0 5.0
22 Pond 20.900 L 13.0 24.0
23 Pond 21.900 R 13.0 24.0
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24 Pond 22.200 R 13.0 67.0
25 Pond 22.348 L 12.9 30.0
26 Pond 22.542 R 13.0 41.0
27 Pond 22.900 R 12.9 18.0
28 Pond 24.900 R 12.8 21.0
29 Pond 25.050 L 12.9 27.0
30 Pond 27.700 R 12.9 17.0
31 Pond 27.705 L 12.9 63.0
32 Pond 27.790 R 12.8 28.0
33 Pond 28.000 L 12.9 268.0
34 Pond 28.062 R 13.0 114.0
35 Pond 28.800 L 12.8 79.0
36 Pond 29.147 R 12.6 315.0
37 Pond 29.250 L 13.0 54.0
38 Pond 29.300 L 13.0 70.0
39 Pond 29.400 L 13.0 26.0
40 Pond 29.500 R 13.0 15.0
41 Pond 29.555 L 13.0 75.0
42 Pond 29.715 L 13.0 46.0
43 Pond 29.700 R 13.0 43.0
44 Pond 30.013 L 12.9 28.0
45 Pond 30.565 R 13.0 27.0
46 Pond 30.683 L 12.9 14.0
47 Pond 30.970 L 13.0 43.0
48 Pond 31.300 L 13.0 40.0
49 Pond 31.417 R 13.2 26.0
50 Pond 31.823 R 13.0 33.0
51 Pond 31.960 R 13.0 440.0
52 Pond 32.100 L 13.0 27.0
53 Pond 32.450 R 12.8 21.0
54 Pond 32.490 L 13.0 210.0
55 Pond 33.200 L 13.2 21.0
56 Pond 33.600 L 13.0 53.0
57 Pond 33.870 L 12.8 134.0
58 Pond 34.000 R 12.9 42.0
59 Pond 36.100 L 12.9 39.0
60 Pond 36.104 R 13.0 70.0
61 Pond 36.428 L 13.0 13.0
62 Pond 39.100 R 12.9 53.0
63 Pond 39.263 L 12.9 20.0
64 Pond 39.640 R 13.0 20.0
65 Pond 40.266 R 13.0 23.0
66 Pond 40.360 L 13.0 30.0
67 Pond 41.500 L 13.0 23.0
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68 Pond 41.760 L 13.0 14.0
69 Pond 42.436 R 13.0 58.0
70 Pond 42.440 L 13.0 53.0
71 Pond 43.240 R 13.0 48.0
72 Pond 43.865 L 13 80.0
73 Pond 44.000 L 13 170.0
74 Pond 45.400 R 13 45.0
75 Pond 45.540 R 13 248.0
76 Pond 45.900 R 12.9 34.0
77 Pond 46.040 R 12.9 25.0
78 Pond 46.400 L 13 28.0
79 Pond 46.400 R 13 28.0
80 Pond 46.500 R 13 65.0
81 Pond 47.600 R 13.9 45.0
82 Pond 47.900 L 12.9 20.0
83 Pond 48.145 R 13 30.0
Table - 4 (B)
Ponds and Water bodies Affected
SH - 53 (Part)
Si No. Item Chainage at km Location Distance in m Affected in m
left/right from centre line
1 Pond 2.448 CENTRE - 75.0
2 Pond 2.800 RIGHT 13.0 31.0
3 Pond 6.600 LEFT 13.0 10.0
4 Pond 8.915 RIGHT 13.0 25
5 Pond 13.713 LEFT 8.0 18
6 Pond 13.737 LEFT 8.0 13
7 Pond 17.100 CENTRE - 14.9
8 Pond 17.700 LEFT 8.0 12
9 Pond 17.740 RIGHT 11.0 3
10 Pond 19.614 RIGHT 8.0 134
11 Pond 19.665 LEFT 8.0 45
12 Pond 20.270 LEFT 8.0 81
13 Pond 20.868 LEFT 13.0 23.5
14 Pond 22.290 LEFT 13.0 9
15 Pond 26.590 RIGHT 13.0 18
16 Pond 31.484 LEFT 8.0 24
17 Pond 36.723 LEFT 13.0 40
18 Pond 37.350 LEFT 13.0 265
19 Pond 48.640 RIGHT 13.0 25
The Table - 4 (A & B) indicates there are 99 ponds and 3 drainage canals, which are
affected variously over different length as noted against each. In such cases the canals
are to be reconstructed adjacent to the new RoW, before filling up of the existing
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drainage canal running parallel to the road, so as to ensure proper and effective
drainage and prevent un-usual flood and crop damage accruing out of it. In case of
ponds and ditches the affected length will be provided with toe walls and grass shods
or coir mat mulching with pre grown grasses to stabilize the embankment toe line and
slopes. Through as per the MoRTH specification no slope protection measures are
provided for embankments within 3 mtrs height from the ground level as in the instant
case the area is prone to stagnation of water for days together associated with cyclonic
storms that will cause ripple action and erosion due to waves.
The sequencing of activities during pre construction period shall require acquisition of
the property coming within the RoW and shifting of public utilities like Optical Fibre
Cable lines, telephone boxes, poles, power lines, transformers, lamp posts, water pipe
lines, stand posts, open well, bore well, which are coming within the ROW now
proposed shall have to be removed and relocated much before the actual road
improvement activity starts in full swing .The utilities are to be so located at the side
of the corridor keeping the water supply lines away from drains and sewerage lines so
as not to hamper future road expansion and avenue planting (at least on one side of
the corridor).
All tube wells and stand posts shall have a platform with drainage channel and a pipe
connecting the waste water up to a soak pit I Omtr away for ground water recharge and
non pollution of the area around the portable water source. No bath rooms or any
enclosure for taking bath or washing platform to be erected near any bore well or
stand post, so that the adjoining area remains dry. A provision to shore up the point
of installation of a tube well to prevent water logging and seepage around the
borehole, (which is common cause of water pollution) has been recommended to
minimize water pollution and depletion of groundwater.
All religious structures, whose boundaries are affected and which are opening to the
RoW directly become a potential spot for occurrence of accidents during morning and
evening hours as well as on certain specific ceremonial occasions. To prevent this the
main gate of the temple has to be provided with an interception wall on the direct
access point of the road where the access will diverted on both side of the interception
wall and thereby the rush and in advertent collusion with moving traffic on the road
shall be nullified.
All gram panchayat market places for farmers, all weekly market places and religious
structures coming within 20mtr from the proposed center line on either side, but not
within the ROW shall be provided with designer boundary walls according to the
necessity with sound and dust reduction arrangement and site enhancement
plantations so that the esthetic quality and approach to such sites become user friendly
preventing direct impact on the road as per the designs provided.
The water front along ponds, miner irrigation projects, water harvesting structures and
river sites shall be provided with RCC retaining walls and RCC ghats in such a
manner that vehicles will not be entering into water bodies to pollute the entire water
source and the field bunds along all such water bodies within 50mtr distance from the
proposed center line shall be planted of with young trees shrubs and bushes which are
coming within the ROW and proposed to be relocated as environmental safety and
improvement measures to esthetically enhance the corridor. This provision will not
be strictly followed in case of Bhadrak - Chandbali portion (SH-9) where most of the
water bodies are private property acquired after payment of compensation. Only the
erection of Toe wall and stone pitching /grass turfing will be necessary at such sites in
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case of SH-53 the submergible portions as mentioned in the foregoing para i.e., Urali,
Hatadihi, Ambagadia, Fakirpur etc. provision of parallel drainage system connecting
the culvert openings down stream shall be inter connected so as to reduce the velocity
of discharge and prevent flash floods /crop damage on either side of the corridor.
There shall be no borrow area or quarry within 1 km from the center line of the road
and all such borrow areas /quarries shall be developed into water harvesting structures
/fishing ponds and or reclaimed with over burden and top soil for plantation.
The batch mix and hot mix plants shall be installed at two locations, one is at
chainage 22km on SH-9 & SH-53 to meet the construction demand of each portion of
the corridor.
The stock pilling of materials such as sand, GSB, Murrom, Stone aggregates, Bitumen
etc. shall be accordingly made at these hot mix and batch mix plant sites to ensure
sustained supply of required materials during the working period.
The haulage roads on this package to approach the quarries, borrow areas and water
sources are mostly on black toped of WBM roads except small stretches of more than
2kms on earthen roads, which shall be properly upgraded at the time of haulage by the
contractor to make it safe and moterable.
The sand from river Baitarani shall be colleted at identified locations as would be
permitted by the local Tahasildar /District Administration depending upon the public
opinion and safety of the river embankment and flood flow. It is often found out that
such extraction of sand in unscientific manner from the sides of the river bed leads to
diversion of river flow, erosion and breach of the embankment during flood.
Therefore all such quarrying of sand should be from the centre of the river bed limited
to a depth of one mtr at a time for preventing accidents and damage to the river bed.
Soil required for land fill and carpeting over the embankment slopes shall be ensured
by stockpiling of the top soil portion at road expansion areas and bridge construction
sites including excavated earth for foundation, so that un necessary creation of borrow
pits are avoided on SH-53 and SH-9, where land is a precious commodity.
Out of the 3 forest check gates 1 forest check gate at Urali is suggested to be shifted
and relocated at Toll plaza now proposed to be erected at chainage 23.5km of SH-53,
so that additional land acquisition building construction for the forest staff at Urali
can be minimized with better traffic control and wider truck and bus bay to check the
vehicles at the toll gate.
The silt fencing of all stock piles of soil, murrom and GSB shall be provided in such a
manner that soil erosion and silting is prevented before monsoon approaches through
erection of temporary sand & soil filled cement bags as a retaining /toe wall around
the stockpile along with planting of grasses in necessary on the slopes of the stock
pile.
The garage, store house for equipments and machineries, the camping ground of
workers shall be as per the directions of the supervision consultant, environment
expert and the contractor has to abide by the restriction imposed in the guidelines for
so as to prevent the pollution, environment degradation and competitive use of water
by community. The water shall be procured for all construction activity by shallow
bore wells specifically sunk for such activity by the contractor without affecting the
local water bodies. In case of river beds where water is desired to be collected special
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down steam dug wells have to be made to facilitate collection of water by diesel pump
sets for loading on the tankers.
At all campsite tube wells may be sunk for ensuring safe portable water supply to the
in made.
The wildlife movement along the corridor has been separately dealt with in a Stand-
alone report, which shows that there are 6 wildlife underpass locations on SH-9 and 4
on SH-53 pertaining to the package of contract. At all these locations on either side
of the culvert there is provision for viaduct connectivity with trap drains as per the
Design specification OSRP/CEG/SH/ENV/12 enclosed to this report with
estimation of cost etc. Table - 5 below shows the proposed locations of the culverts
on either side of which the viaduct connectivity shall be provided with trap drains.
Table - 5
Wildlife Underpass for Small animals, Amphibians, Reptiles & Rodents
on SH-9&53
Si. SH No. Chainage Dimension of the Reference Drawing No.
No. structures
SH-9 26/430 1/22/0 ER/BC/B/S/WC/XXVI BI &
OSRP/CEG/SH/ENV/ 12
2 SH-9 28/837 3 /33 /0 OSRP/CEG/SH/ENV/12
3 30/154 3 /33 /0 OSRP/CEG/SH/ENV/12
31/700 1 /43 /0 ER/BC/B/S/WC/XXVI B I &
4
OSRP/CEG/SH/ENV/ 12
5 35/825 3 /33 /0 OSRP/CEG/SH/ENV/12
40/974 1/23 /0 ERlBC/B/S/WC/XXVI BI &
6
OSRP/CEG/SH/ENV/12
7 SH-53 11/867 Im dia single pipe ER/PC/B/S/XXV Cl &
OSRP/CEG/SH/ENV/ 12
8 13/507 Im dia single pipe ER/PC/B/S/XXV Cl &
OSRP/CEG/SH/ENV/12
17/002 1 /22 /0 ER/BC/B/S/WC/XXVI B I &
9
OSRP/CEG/SH/ENV/12
10 21/024 Im dia double pipe ER/PC/B/D/WC/XXV C2 &
OSRP/CEG/SH/ENV/ 12
23/500 Check gate shade & As would be specified by the
11 barrier at toll plaza for Forest department.
forest department
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34/000 feeder The existing forest As would be specified by the
road to check gate barrier on Forest department
12 Hadagada SH-53 of Keonjhar
forest division to be
shifted to feeder road.
40/242 1 /43 /0 ER/BC/C/S/WC/XXV B 1 &
13
OSRP/CEG/SH/ENV/12
1.3.3 Locations of Trees.
Number of Medium and Giant trees likely to be removed from the RoW as per
proposed centre line of the SH-9 and 53 (Part) from Okm to 45 km and Okm to 48km
respectively are indicated in Table -6 (A & B) below.
Table - 6 (A)
List of Trees Coming Within The Proposed RoW, Which May Require Removal
SH - 9 (Part)
SI No. Chainage Left Right Total
l 0.0km to 1.0km 22 24 46
2 1.Okm to 2.0km 59 15 74
3 2.0km to 3.Okm 66 75 141
4 3.0km to 4.0km 67 33 100
5 4.0km to 5.0km 28 31 59
6 5.0km to 6.0km 59 39 98
7 6.Okm to 7.0krn 67 54 121
8 7.0km to 8.0km 32 38 70
9 8.0km to 9.0km 63 39 102
10 9.0km to 10.0km 49 54 103
11 10.0kmto 11.Okm 108 113 221
12 11.0km to 12.Okm 108 77 185
13 12.0km to 13.0km 36 30 66
14 13.0km to 14.0km 79 72 151
15 14.Okm to 15.0km 3 4 7
16 15.Okm to 16.Okm 4 5 9
17 16.Okmto 17.0km 13 8 21
18 17.0km to 18.0kmn 32 26 58
19 18.0kmto 19.0km 62 69 131
20 19.0km to 20.0km 35 25 60
21 20.Okm to 21.0km 97 62 159
22 21.0km to 22.0km 101 67 168
23 22.Okm to 23.Okm 127 67 194
24 23.0km to 24.0km 127 97 224
25 24.0km to 25.0km 60 54 114
26 25.Okm to 26.0km 35 10 45
27 26.Okm to 27.0km 25 10 35
28 27.0km to 28.0km 44 25 69
29 28.0km to 29.0km 6 7 13
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30 29.0km to 30.0km 38 20 58
31 30.Okm to 31.Okm 52 11 63
32 31.0km to 32.0km 19 8 27
33 32.Okm to 33.Okm 9 2 11
34 33.Okm to 34.Okm 7 13 20
35 34.0km to 35.Okm 1 2 3
36 35.0km to 36.Okm I 1 2
37 36.0km to 37.0km 40 16 56
38 37.Okm to 38.Okm 5 6 11
39 38.Okm to 39.Okm 96 13 109
40 39.Okm to 40.Okm 26 31 57
41 40.Okm to 41.Okm 72 131 203
42 41.Okm to 42.Okm 55 34 89
43 42.Okm to 43.Okm 68 67 135
44 43.Okm to 44.0km 57 55 112
45 44.Okm to 45.0km 97 70 167
Total 2257 1710 3967
Table - 6 (B)
List Of Trees Coming Within The Proposed RoW, Which May Require Removal
SH - 53 (Part)
Si No. Chainage Left Right Total
I 0.Okm-l.Okm 85 31 116
2 l.Okm-2.0km 18 70 88
3 2.0km-3.0km 8 2 10
4 3.0km-4.0km 14 18 32
5 4.0km-5.0km 48 26 74
6 5.0km-6.0km 69 22 91
7 6.0km-7.Okm 7 42 49
8 7.0km-8.0km 14 14 28
9 8.Okm-9.Okm 21 15 36
10 9.0km-10.Okm 16 24 40
11 10.Okm-n11.Okm 109 36 145
12 lI .Okm-12.0km 6 20 26
13 12.0km-r13.0km 77 76 153
14 13.0km-14.0km 20 16 36
15 14.0km-15.0km 49 60 109
16 15.Okm-16.Okm 13 25 38
17 16.0km-17.0km 24 36 60
18 17.0km-18.0km 16 13 29
19 18.0km-19.Okmn 18 40 58
20 19.Okm-20.0km 5 12 17
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21 20.0km-21.0km 8 11 19
22 21.Okm-22.0km 13 12 25
23 22.0km-23.0km 12 17 29
24 23.Okm-24.0km 4 7 11
25 24.0km-25.0km 11 5 16
26 25.Okm-26.0km 7 4 II
27 26.0km-27.0km 8 24 32
28 27.0km-28.0km 27 36 63
29 28.0km-29.0km 22 24 46
30 29.0km-30.0km 21 22 43
31 30.0km-31.0km 27 13 40
32 31.Okm-32.0km 37 34 71
33 32.0km-33.0km 4 37 41
34 33.Okm-34.Okm 46 78 124
35 34.0km-35.0km 44 43 87
36 35.0km-36.0km 18 12 30
37 36.0km-37.0km 17 12 29
38 37.0km-38.0km 2 9 11
39 38.0km-39.0km 35 14 49
40 39.0km-40.0km 26 25 51
41 40.0km-41.0km 27 27 54
42 41.0km-42.0km 6 4 10
43 42.0km-43.0km 2 0 2
44 43.0km-44.0kn 1 3 4
45 44.0km-45.0km 1 3 4
46 45.Okm-46.0km 5 4 9
47 46.0km-47.0km 22 29 51
48 47.0km-48.0km 33 56 89
Total 1123 1163 2286
There are 6253 (3967+2286) no. of trees about to be sacrificed on account of road
improvement as per the final layout plan with respect to the proposed centre line. The
left side of the corridor contains 3380 (2257+1123) such trees and the right side 2873
(1710+1163) trees. The actual number of trees may vary depending on the additional
survey of tree growth that will be acquired and compensated for being the property of
private parties, which has not been evaluated and the trees over forest land, which has
not been identified and enumerated due to want of Sabik, Kisam and plot numbers as
per Sabik RoR corresponding to Hal RoR. The above table shows the km wise
number of trees belonging to the OWD with a girth at BH (breast height) ranging
from 1000 mm to 2400 mm and above. Compensatory plantation of 3 times the total
number of trees (6253 X 3) or 18760 plants shall be taken up along the corridor
including site enhancement plantations, so as to improve the environment. In all such
cases detail locations of plantable strips along either side of the corridor is furnished
in Table - 7 (A&B).
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Table - 7 (A)
Availability of Space for Avenue Plantation
SH - 9 (Part)
Si No. From Chainage To Chainage Location Total length available
Left / Right for plantation in km
1 0.580 0.940 Left 0.360
2 1.000 3.000 Left 2.000
3 3.320 3.700 Left 0.380
4 4.400 4.800 Left 0.400
5 4.840 5.100 Left 0.260
6 5.850 6.000 Left 0.150
7 6.100 6.300 Left 0.200
8 6.650 8.600 Left 1.950
9 9.000 9.200 Left 0.200
10 9.450 9.600 Left 0.150
11 10.250 11.400 Left 1.150
12 13.400 13.820 Left 0.420
13 14.300 15.800 Left 1.500
14 18.500 19.000 Left 0.500
15 19.200 20.100 Left 0.900
16 21.500 21.600 Left 0.100
17 22.000 22.300 Left 0.300
18 22.370 23.300 Left 0.930
19 23.400 23.600 Left 0.200
20 24.000 24.100 Left 0.100
21 25.100 25.750 Left 0.650
22 27.150 27.500 Left 0.350
23 30.870 31.300 Left 0.430
24 32.200 32.500 Left 0.300
25 33.250 33.600 Left 0.350
26 37.400 37.400 Left 0.000
27 41.600 41.750 Left 0.150
28 41.830 42.000 Left 0.170
29 42.900 43.120 Left 0.220
30 43.300 43.860 Left 0.560
31 45.900 46.200 Left 0.300
32 47.400 48.600 Left 1.200
33 48.800 49.200 Left 0.400
34 50.500 51.200 Left 0.700
Total 17.93
35 0.530 0.600 Right 0.070
36 1.420 1.900 Right 0.480
37 5.300 5.400 Right 0.100
38 6.100 6.300 Right 0.200
39 6.650 9.000 Right 2.350
40 10.250 11.200 Right 0.950
41 12.900 13.900 Right 1.000
42 14.300 14.940 Right 0.640
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43 15.000 16.100 Right 1.100
44 18.500 19.000 Right 0.500
45 19.200 20.100 Right 0.900
46 21.500 21.600 Right 0.100
47 22.280 22.700 Right 0.420
48 23.000 23.600 Right 0.600
49 25.100 25.800 Right 0.700
50 27.200 28.000 Right 0.800
51 30.800 31.200 Right 0.400
52 31.500 32.200 Right 0.700
53 38.300 38.800 Right 0.500
54 38.950 39.100 Right 0.150
55 40.600 41.300 Right 0.700
56 42.900 43.200 Right 0.300
57 44.000 44.600 Right 0.600
58 45.400 45.900 Right 0.500
59 46.550 47.550 Right 1.000
Total 15.76
Table - 7 (B)
Availability of Space for Avenue Plantation
SH - 53 (Part)
Location Total length available
Left / Right for plantation in km
1 0.900 1.800 Left 0.900
2 4.230 7.600 Left 3.370
3 8.850 10.000 Left 1.150
4 10.100 10.900 Left 0.800
5 11.100 11.300 Left 0.200
6 11.900 12.400 Left 0.500
7 12.700 13.300 Left 0.600
8 13.850 14.400 Left 0.550
9 14.800 16.670 Left 1.870
10 20.800 23.100 Left 2.300
11 23.600 24.000 Left 0.400
12 24.330 25.330 Left 1.000
13 26.100 27.100 Left 1.000
14 32.400 32.750 Left 0.350
15 33.100 33.650 Left 0.550
16 34.100 35.000 Left 0.900
17 35.500 35.600 Left 0.100
18 36.000 36.500 Left 0.500
19 37.100 37.400 Left 0.300
20 38.100 39.750 Left 1.650
21 40.100 40.400 Left 0.300
22 43.950 44.300 Left 0.350
23 45.850 46.100 Left 0.250
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24 46.250 46.400 Left 0.150
25 47.100 47.300 Left 0.200
Total 20.24
26 0.200 0.450 Right 0.250
27 0.820 1.800 Right 0.980
28 4.230 7.600 Right 3.370
29 8.850 9.900 Right 1.050
30 10.100 11.300 Right 1.200
31 12.000 12.800 Right 0.800
32 12.900 13.300 Right 0.400
33 13.850 15.300 Right 1.450
34 16.000 16.670 Right 0.670
35 20.700 23.000 Right 2.300
36 23.400 24.000 Right 0.600
37 24.700 25.450 Right 0.750
38 26.600 27.100 Right 0.500
39 32.400 32.750 Right 0.350
40 33.100 33.650 Right 0.550
41 34.100 35.050 Right 0.950
42 35.500 35.800 Right 0.300
43 36.200 37.100 Right 0.900
44 37.600 38.100 Right 0.500
45 38.600 39.900 Right 1.300
46 40.100 40.400 Right 0.300
47 45.750 46.100 Right 0.350
48 47.100 47.800 Right 0.700
Total 20.52
The actual length of land available for planting is supposed to be less than the total
length on left and right side of the road available for planting, because of the openings
of canals, ponds and culverts where planting shall not be taken up. Therefore instead
of 74.45kms the actual planting will be limited to 50km or considering the plantation
to be taken up on either side this will be 1Okms for SH-9 and 15km for SH-53 leaving
aside the Canals, Creeks, drainage channel, culvert & bridge openings, spur roads
over head transmission line, residential area and road curves . The planting shall be
are 5mtr spacing from plant to plant placed staggered against the other side plants to
the extent possible along with tree guards for each individual plant including cost of
casualty replacement and maintenance for 3 years and the nursery cost for raising
1.5year old plants.
The cost of such plantation shall be as per the cost norm furnished in accordance to
Annexure - XXXVI (A) to (F) of Biodiversity stand alone report together with cost
of fencing (painted wire mesh gabions) @500/- per gabion as per design details in
drawing no. OSRP /CEG /SH /ENV /08. (Cost norm details below, which include the
materials, cost of fabrication, painting, carriage and embedding in cement concrete M-
15 at the planting site in a circular shape).
Total no. of plants 14400 to be planted @1,84,750/- per 400 plants per km which
comes around Rs.66,51,000/- the balance 4360 plants will be planted at site
enhancement locations such as, schools, colleges, temples, market places, road users,
utility area, other religious sites and govt. owned water bodies etc. In all such cases
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first attempt shall be relocating the young avenue plants up to 300mm dia with ball of
earth uprooted from the avenue and replanted at site enhancement measures. The cost
of 4360 without gabions but with props and planting cost, 1 year maintenance comes
to @500/- each, that is Rs.21800/-.
The exact number of trees to be cut will be less or more depending upon the situation
that may be at the time of felling of trees since some the old and giant trees during
felling are likely to damage the adjacent trees and the same has to be unwillingly
removed and replaced by planting 3 trees in lieu there of. Some of the old trees may
be totally dismembered underground while digging up the road surface for new and
improved sub-base and base as a result of total damage to the route system
accelerating the removal from corridor
Detailed discussion about tree species, flora and green tunnels has been made in the
Biodiversity Assessment and Management plan prepared separately as a stand alone
report, which is to be follow scrupulously. The planting technique and precautions,
maintenance schedules etc. have been provided in the Guidelines No. 10.
There are man-made ponds, tube wells, open wells, water bodies on sides of road.
During the field survey attempt was made by the study team to identify and locate
different water sources within 20m to 30m from the road edge on both the sides and
find out how many of them will be fully and partially affected because of road
improvement programme. At present the water bodies and tube wells, wells, stand
ponds those are going to be affected along the corridor on either side has been
calculated on the basis of their location with reference to the proposed center line of
the road at specified chain age along habitated areas and beyond as the above table.
As per the data indicated under Table - 3&4 there are I well, 26 water taps (stand
posts) and 80 hand pumps (bore wells), which requires replacement and relocation at
places away from the RoW but within the same zone of activity to reduce distress
to the users. All these relocated bore wells and stand posts shall be constructed with
provision of Pucca platform with drainage connected to a soak pit minimum lOmtr
away from the bore well /stand posts, before dismantling of the existing provision of
water supply sources.
While relocating the wells it has been decided to go for sinking of bore wells as local
shallow well water will not be safe for drinking after the corridor development brings
in economic development and associated pollution of the ground water. The stand
posts will also be relocated like wise and all these shall be carried out after due
consideration of drainage, convenience, safety and position of soak pit to recharge the
ground water with the surplus flow from these water sources during use. This again
will be basing on the exercise made with the public for selection of sites.
The ponds and water harvesting structures are important sources of ground water
recharge and irrigation facility for the agricultural land along these water sources.
These are also used as a source of water for bath, washing clothes, bathing cattle as
well as for cooking purposes, because in this region the bore wells yield a type of
water which either discolors cooked food being hard water or consumes lots of fuel
during cooking and spoiling the taste of food and the utensils. Therefore all care has
to taken to prevent any pollution of the water source due to cut and fill activity in such
places. There are 99 numbers of ponds and 3 drainage canals as per Table-4, out of
which a linear distance of 6260mtrs in case of 80 ponds of SH-9 and 866mtrs in 19
ponds of SH-53 gets affected either by the toe line or the RoW boundary in course of
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road improvement. Accordingly the total length of 6260mtrs of Toe wall in SH-9
and 870mtrs in SH-53 shall be constructed for reducing the impact of pollution,
erosion, and silting and additional acquisition. In case of the 2 large ponds, one at
Matto bazaar on SH-9 and Bontho bazaar on SH-53 care shall be taken to reduce the
acquisition by providing retaining walls in place of Toe walls if necessary at the time
of actual construction because these two are used by the local people for religious
functions. The approach road to the girl school on the left side of the large pond at
Bontho has to be developed on the embankment of the pond to avoid direct approach
to the highway from school gate. There shall be site enhancement measures on the
two ponds mentioned above by erection of bathing ghats and spillway besides
embankment plantation on three sides of the structure.
Table - 8
Schedule of Forest Land as per Land Records Available from Revenue Authority
Proposed
Si. SH No. Name of the Plot No. Kisam area to be Tahasil
No. village acquired (in
ha.)
I SH-9 Arjunabindha 621 G.Jungle 0.04 Tihidi
2. SH-53 Anandapur 5130 G.Jungle 0.01 Anandapur
3. SH-53 Anandapur 5148 G.Jungle 0.01 Anandapur
4. SH-53 Anandapur 4944 G.Jungle 0.01 Anandapur
5. SH-53 Anandapur 4308 G.Jungle 0.01 Anandapur
6. SH-53 Anandapur 3389 G.Jungle 0.02 Anandapur
7. SH-53 Anandapur 3368 G.Jungle 0.02 Anandapur
Total Forest Area to be Acquired 0.12 2 Tahasils
The Hal and Sabik details of all the plots coming within the RoW whether private or
govt. as existed at the time of promulgation of Forest (conservation) Act. 1980 has not
been so far available from the revenue authorities and therefore the tentative area
under forest kisam has been furnished basing on the Hal RoR (Record of Rights). The
enumeration of tree growth if any on the above plots has to be under taken jointly
with forest OWD and Revenue Department Authority concerned for evaluation of
NAV of the growing stock and application for release of the forest area involved.
1.3.4 Materials to be Used
As per the estimation of materials to be used for improvement of the road considering
the engineering design and drawings with quarry charts, the figures below shows net
approximate quantity of materials to be used.
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Approximate quantity of road construction materials.
Item Quantity Ton
Earth Work from Borrow pits 443329 M3 618377 MT
Sand/Crusher dust 59935M3 95135MT
GSB & Morrum 285405 M3 523242 MT
Course Aggregate 388722M3 589837 MT
Bitumen 1561203 SQM 520.8 MT
Water 1,580 KL,
Filter Material 114258 MT,
Cement 210 MT and
Most of these materials shall be procured from quarries and manufacturers.
Non of the quarries for murrom, GSB, course aggregate and stone shall be procured
within 3kms of the corridor from Chandbali to Anandapur and only the sand will be
collected from Baitarani river within a lead of lkm to 3km from the corridor as per
the Table - 9 (A&B) below.
Table - 9 (A)
Location of Quarries for Procurement of Sand, Morrum, GSB, Stones and Earth
SH - 9 (Part)
Location of Hot mix Location of Quarry Length & quality of Haul
& Batch mix plant Material Location road
River Baitarani at 42 km from Bhadrak (Okm)
Right km22 Sand Sathipur on NH-5 on way to Cuttack
Kupari on Bhadrak 32 km from Bhadrak (Okm)
Morrum Bontho Kupari road on
SH-53 and MDR
From Bhadrak (Okm) .34
GSB & Morrum At Bagudi 9km from km on NH-5 and 9km on
Quarry NH-5 feeder road from NH-5 to
Quarryquarry site
Table - 9 (B)
Location of Quarries for Procurement of Sand, Murrom, GSB, Stones and Earth
SH - 53 (Part)
Location of Hot mix Location of Quarry Length & quality of Haul
& Batch mix plant Material Location road
Left km2l /22 River Baitarani at 42 km from Bhadrak (Okm)
Sand Sathipur on NH-5 on way to Cuttack
River Baitarani at I km unpaved Kuchha road
Left 45km Anandapur
Kupari on Bhadrak - 32 km from Bhadrak (Okm)
Morrum Bontho Kupari road on Black top & WBM road
SH-53 and MDR
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From Bhadrak (Okm) .34
Quarry, Stone At Bagudi hill on NH-5 - km on NH-5 and 9km on
Qar,Soe 9kmi feeder road from N-H-5 to
Quarry quarry site
Gohire onNH-215 10km from Anandapur at
towards Jajpur road km45 -1.5km from NH-
215 towards right
4km to the right on
Chhenapadi on SH-53 Hadagada WBM road
approval to be taken
Since quarrying, crushing, grading, loading, transportation and unloading besides use
of these materials will generate adverse environmental hazard like dust, noise,
noxious gas, effluents, which may impact the local environment, major shall be under
taken to use minimum blasting charges in the quarry, sprinklers to spray water for
dousing the dust generation, noise suppressers and rubberized mounting to reduce
noise and vibration, mist spray units at crusher points for settling the generation of
dust at the time of crushing, grading, loading, tarpaulins or covers over transport
vehicles carrying, cement, sand, coarse and fine aggregate, in order to reduce the
impact on environment. The storage and stock pilling of dust generating materials,
inflammable and hazardous substances shall be regulated under prevail ant legal
requirements besides underground sumps and sealed container, waterproof go downs
with fire prevention measures details of which are given in tabular statement
captioned as Guidelines.
1.4 EVALUATION OF IMPACTS & NEED FOR ENVIRONMENT
MANAGEMENT ACTION PLAN (EMP)
Evaluation of impacts has been assessed in Chapter - 2 of Environment Assessment
report Para 2.1 to 2.8 for all the corridors and in case of Chandbali - Bhadrak and
Bhadrak - Anandapur, the details of the impact has been indicated in the foregoing
statements and tables.
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CHAPTER II
ENVIRONMENT MANAGEMENT ACTION PLAN (EMAP)
2. ENVIRONMENT MANAGEMENT ACTION PLAN
The Environmental Management Action Plan describes the practical means to ensure
effective implementation of the mitigation measures recommended for the potential
environmental impacts identified during the environment impact assessment exercise.
In the present study a detailed account of the mitigation measures have been presented
in Chapter VIII of the EIA Report. The detailed action plan during different phases of
the project, i.e. pre-construction, construction and operation period is presented below
in various tables and formats.
These are based on assumptions and physical conditions relating to vegetation, soil,
temperature, geological formations, drainage systems, agricultural and non
agricultural areas coming under impact on account of removal of trees, blockage of
water courses, feeling up of ponds and water bodies, sensitive receptors along the
corridor coming within the impact zone etc.
The management plan also looks into the impact on the residential areas flood,
garbage disposal, quarries, drawls of water for road construction activity, camping
sites batch mix and hot mix plant location, management of hazardous chemicals and
inflammable materials during road construction and post construction activities.
The vital question of negative impacts on tree cover, food source of animals and birds
that will be lost, which are likely to impact the agricultural and horticultural returns
and the movement of wildlife in the zone has been duly considered, while planning
for enviromnent management.
Last but not the least which is most vital for the sustainability of the eco system
relates to prevention of erosion, pollution to water, air and soil minimum destruction
of flora and fauna due to the development activity, non pollution of the portable
source of water and effect of cyclone over the area that may accrue on account of
removal of green tunnels and giant trees some of the earlier existing structures such as
common latrines and bathrooms near bore wells and direct approach of school gate to
the carriage way have been considered from all angles and remedial suggestions
incorporated there to.
The table below enumerates the probable damages /problems, threats that may be due
to pre-construction, construction and post construction activities in Table -10 /11 /12
respectively.
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Table - 10
ENVIRONMENTAL MANAGEMENT PLAN
2.1 PRE-CONSTRUCTION STAGE
Si. Environmental Responsibility
No. Issue Management Measures Reference Document
Planning and Execution Supervision /Monitoring
PRE-CONSTRUCTION STAGE
Pre-construction activities by Project Implementation Unit
The acquisition of land and properties (Govt. /private) will
be carried out in accordance with the Rehabilitation Action
Plan as prescribed by Govt. of Orissa, as per the entitlement LA Act 1984 and its
framework for the project. Amendments, R&R Policy OWD, Revenue Dept.,
OWD has to ascertain that any additional environmental OSRP & Orissa Govt. R&R Agencies
impacts resulting from additional acquisition of land shall Policy.
be addressed and integrated into the EMP and other relevant
contract documents.
As far as possible maximum efforts to minimize the list of
trees proposed to be felled by suitable on the spot
adjustment of engineering designs.
Tree cutting is to proceed only after all the legal MoRTH 201.2 Guideline-i Contractor Agency
P.2 Preservation of requirements including attaining of In-principle and Formal (Guidelines for engaged by OWD Supervision Consultants
Trees Clearances from the Forest Dept. / SEIAA / MoEF are arrangement with Forest and OWD
completed after which a joint enumeration of the trees to be Department)
cut is prepared by the PIU in associationi with Orissa Forest
Development Corporation (OFDC), and Forest Department.
Subsequent approval orders from the divisional forest
officer having jurisdiction over the area are to be issued to
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fell the trees in compliance with the Orissa Timber and
other forest produce transit rules 1980 and Orissa Forest
Act. 1972. The felling has to be carried out by the OFDC.
In the event of design changes, additional assessments
including the possibility to save trees shall be made if
necessary separate proposals for felling of such trees
submitted to the Divisional Forest officer concerned after
joint enumeration to issue tree felling and conversion
orders.
Systematic corridor level documentation for the trees to be
cut and those retained. A separate list will be maintained
by the PIU /OWD in a bound register for each contract
package of the corridor duly signed by the site in charge,
contractor and designed officer of the OFDC ltd., so that no
such unmarked trees will be cut or removed from the
corridor.
Trees will be removed from the Corridor of Impact before
the actual commencement of the construction work to
prevent traffic problems and accidents. No construction
activity and tree felling should be simultaneously taken up
in any location of the package, which has not been cleared
by the regional C.C.F. eastern region Bhubaneswar or the MoRTH 201.6 Guideline-l Contractor Agency
P.3 Tree Cutting MoEF Govt. of India for any reason what so ever. (Guidelines for engaged by OWD Supervision Consultants
felling, logging, stacking of fire wood and passing of timber arrangement with Forest and OWD
are to be synchronized with the corridor development action Department)
plan for each package and removal of the converted
materials shall be taken up by the responsible agencies as
per tree cutting and removal guidelines of this report subject
to any other stipulation that may be prescribed by
competent authority of Forest Department.
Relocation of All CPRs (common property resources) such as stand posts, OWD, Concerned
P.4 Community bore wells, wells, ponds, water supply lines, sewage lines, RAP document of OSRP. Agencies, Contractor OWD
Utilities and drainage systems, optical fiber cables, telephone and
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Common Property television cables together with electric power supply lines
Resources shall have to be removed and relocated out side the corridor
before commencement of the road improvement activity.
The aim of such precondition is to reduce stress to the local
population and to prevent un necessary loss of man-days
along with law and order situations, accidents, and pollution
and traffic problem.
While relocating these essential but hazardous CPRs care
should be taken to prevent accidental fall into bore holes,
pits, drains and demolition sites by provision of barricades
and covers over such sites whether it is a residential or non-
residential area.
In case of schools, colleges, hospitals, govt. offices, gram
panchayat market places or weekly market areas extra care
has to be taken to ensure construction of the boundary wall
and buildings as the case may be, so that no accident occurs.
Early completion of the schools and college buildings and
boundary walls may be plant for execution during the
summer vacation, so that the impact on the day to day
activity of such institutions are minimized with total
avoidance of freak accidents.
In case of hospitals and govt. buildings, staff quarters,
weekly and kisan markets extra care has to be taken to
prevent unusual hardship to be public on account of
demolition and discontinuance of the functioning of such
facilities by providing new accommodations /new
constructions as the case may be before demolition of the
existing structures ahead of the actual road constructions.
The relocation sites for CPRs mentioned above shall be in
consultation with the respective local administrative
authorities, concerned departments in addition to the local
gram sava as the case may be and finalized with
environmental considerations. In case of any doubt or any
problem he views of the site engineer, supervision
consultant and the local administration has to be ensured by -
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the contractor prior to finial execution.
Religious structures, statues, mandaps and boundaries
coming within the RoW has to be demolished after alternate
sites are selected for relocation of the structures where total
replacement is necessary in consultation with the
management committee /trustee /Endowment authority
and after disbursement of due compensation amount under
the active support and cooperation of local administration as
these are very sensitive issues warranting special attention.
No such structures be destroyed or removed and relocated
without the knowledge and consent of interested parties and
location civil and police administration. These activities
must be completed before commencement the physical road
improvement activity in that part of the package.
Relocation of
affected Cultural Any such construction of religious sites other than the Annexure Supervision Consultant
P.5 and Religious boundary walls with site enhancement measures and OWD, NGOs, Contractor OWD
Pro Rrti s approach roads should not be taken up by the contractor or (List of CPRs) OWD
peres PIU since compensation is being paid for all such
structures. In case of approach roads and boundary walls
detailed designs and action plan has been provided in the
drawings enclosed to the environmental management plan
in the tables above for each of the components under
impact.
Care should be taken to ensure the drainage and garbage
disposal of such sites very near to the road so as to prevent
generation and accumulation of polluting materials which is
a normal feature in and around many of these structures.
Garbage collection bins and soaks pits for waste disposal
may be provided as an additional measure in consultation
with the local managing trustee.
Orietanf The OWD shall organize orientation sessions and regular
P.6 Implementin of training sessions during all stages of the Project. This shall
Agency and include on-site training (general as well as specific to the
context of a sub-project). These sessions shall involve all
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Contractor staffs of the OWD involved in the implementation of EMP,
Environmental Specialists of the PIU and the Contractors.
Pre-construction activities by the Contractor/Environmental Expert of Supervision Consultants (SC)
P.7 Field Verification and Modification of the Contract Documents
The Environmental Expert of Supervision Consultant and
the Contractor will carry out joint field verification to
ascertain the possibility to saving trees, environmental and
community resources wherever such representations or
suggestions in writing have been received and forwarded by
the project authority or by the site engineer in accordance
with the local situations.
In all such cases the interested organization, authority,
expert, the executing and supervising agencies together
with the local administrative set up has to under take a joint Contractor/
P.7.1 JointField field verification for assessing the pros and cons of such Environmental Expert of OWD
Verification demands /suggestions to asses to need for any additional S C
features changes in the design and implementation of the
activities earlier approved by the competent authority. The
complaints /suggestions /changes together with the
observations and expert opinion of the joint verification
team containing the need for additional protection measures
or changes in design /scale/nature of protection measures
including the efficacy of enhancement measures suggested
in the EMP shall be reduced to a written document
containing all the details with date, time, place and
signature of such individuals.
Assessment of The Environmental Expert of SC will assess impacts and
Impactsduento revise /modify the EMP in consultation with the site Contractor/
P.7.2 Changes/Revisions engineer in accordance to the recommendation made by the OWD
/Additsi the field survey party and the project document/s in the event of Environmental Expert
Proditi irk changes /revisions (including addition or deletion) in the
roject o project's scope of work.
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Hot mix plants and batching plants will be located away
from settlements and agricultural operations, commercial
establishments to the extent possible taking care to avoid
near by wildlife movement corridors and forest areas in the
vicinity. Such plants will be located at least 200 m away
from the nearest village /settlement preferably in the
downwind direction.
The Contractor shall submit a detailed layout plan for all MoRTH 111.1 Air
such sites and prior approval of Environmental Expert of Pollution Control Act, and
Crushers, hot-mix SC shall be necessary. Noise Rules Guideline-2 Contractor/
P.7.3 plants and Batching Environmental Expert of OWD
Plants Location Arrangements to minimize dust pollution through provision (Generic Guidelines for S C
of windscreens, mist spray units, and dust encapsulation environmental friendly
will have to be provided at all such sites. construction methodology)
Specifications of crushers, hot mix plants and batching
plants should have to comply with the requirements of the
relevant cufrent emission control legislations and Consent /
NOC for all such plants shall be submitted to the S C and
OWD. No such installation by the contractor shall come
into operation until and unless all legal clearances are
obtained from the competent authority.
All vehicles, equipment and machinery to be procured for
construction will confirm to the relevant Bureau of India
Standard (BIS) norms. The discharge standards
promulgated under the Environment Protection Act, 1986 Air Pollution Control Act,
Construction will be strictly adhered to. The most efficient and user 1981, and Noise Rules and
Other friendly equipments confirming to the latest noise and Motor Vehicle Act, 1988 Contractor/
P.7.4 VEhilen s effluent emission control measures available in the market Guideline-12 (Guidelines Environmental Expert of OWD
Equipment and shall be used in the Project. for storage handling use Supervision Consultant
Machinery and mrec r esos
The Contractor shall maintain a record of PUC for all for Hazardous Chemicals)
vehicles and machinery used during the contract penod,
which shall be produced by executive officer of OWD for
verification whenever required for ensuring the continuity
of such use by the contractor at the time of inspection of
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statutory authority and environment impact monitoring
body.
P.8 Identification and Selection of Material Sources
Finalizing borrows areas for borrowing earth and all logistic
arrangements as well as compliance to environmental
requirements, as applicable, will be the sole responsibility
of the contractor.
Where borrow areas other than the Govt. land is brought
under operation by the contractor to meet the additional
requirement or for speedy completion of works, legal and
fail safe documentary permission from the land owner shall
have to be obtain by the contractor prier to activating such
borrow areas, an authentic copy of such document shall
have to be submitted to the SC and the site engineer along
with test reports showing the standard of the material
available from the borrow area.
Such locations finalized by the contractor shall be reported Contractor/
P.8.1 Borrow Areas to the Environmental Expert of Supervision Consultant and Guidelines /Criteria for Environmental Expert of OWD
who will in turn report to OWD. evaluation of borrow areas S C
Location of selected borrow areas is listed in the location
and lead chart of quarries, borrow areas for the project.
Most of the haul roads to the designated borrow areas and
quarry sites have been provided with WBM or Black Top
paved roads except shorter distance from the road to actual
site of removal. Except for haulage of sand and earth all
other roads are either bituminous or WBM surface roads or
murrom topped roads, which will be useable through out the
year by minimum maintenance and repair along with
strengthening of pot holes and diversions at construction
sites. The kutcha /earthen road requiring strengthening
during rains and winter months. Such roads shall have to be
taken up for improvement as and when so required to
reduce air and water pollution logistic problem and
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generation of dust through frequent sprinkling of water and
repairing of the haulage road besides proper coverage of the
loaded vehicles by waterproof tarpaulin.
Speed limit should be fixed by the SC and the environment
expert for operation of haulage vehicles with record of entry
and exit to the quarry area in order to keep track of the
movement of vehicles, personnel and timing of movement
in shape of a logbook. This has to be maintained by the
record keeper placed at the entry & exit points of such
haulage roads as a traffic control measure besides standing
instruction regarding slowing down of movement while
passing near populated areas schools, colleges, courts etc.
In addition to testing for the quality of borrow materials by
the Supervision Consultant, the environmental personnel of
the Supervision Consultant will be required to inspect every
borrow area location prior to approval.
Without the prior consent of the land owner/s no
agricultural land or any private property the used as a
haulage road by the quarry operator cum contractor. In all
such cases where the contractor has to used alternate
connecting roads to quarries and borrow areas passing
through private land and agreement as per the terms and
conditions agreed to between the land owner and contractor
shall have to be executed before competent authority Contractor!
indicating the map and the location of the proposed haul Guide lines for use of fly Environmental Expert of OWD
road with survey no.s, khatian no.s and kisam details as per ash Supervision Consultant
the Govt. RoW. There should be a preconditions in all such
cases of private land to restore the original condition of the
land soon after the use of the said land is more required.
The contractor will consult the Environmental Expert of
Supervision Consultant before finalizing the haulage
network and also take necessary approval from the expert.
Supervision Consultant in turn shall have to report all these
facts with documentary proofs quarry site, borrow areas,
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distance from the project road location of haulage road with
a reference to plot no., khatian no. duration of the activity,
area to be operated etc. including pre conditions to be fulfill
at the time of use and at the time of abandoning the sites to
the OWD.
Contractor will finalize the quarry for procurement of
construction materials after assessment of the availability of
sufficient materials and other logistic arrangements.
In case the contractor decides to use quarries other than
recommended by DPR consultants, then it shall be
subjected to technical evaluation of quality for
conformation of the physical standard fixed by the IRC that
has been selected as suitable for use on the specific corridor.
The contractor will procure necessary permission for
procurement of materials from Directorate of Mines Govt.
of Orissa, District Administration and State Pollution
Control Board written approval from the local Tahesildar to
operate depositing operate such quarry and shall submit a
P 8.2 Quarry copy of the approval and the rehabilitation plan to the OWD MoRTH 111.3 Annexure - Contractor Environmental Expert of S
.8. and Environmental Expert of the Supervision Consultant. 3.2 C and OWD
No quarry would be selected in an around adjacent to forest
boundary, wildlife movement path, breeding and nesting
habitats, reserved forest, national parks and sanctuaries etc.
Contractor will also work out haul road network and report
to Environmental Expert of Supervision Consultant who
shall inspect and in turn report to OWD the suitability of
such haul roads from biodiversity and environment angles.
Before approval of such haul roads other than the existing
(under use) the procedure as enumerated for borrow areas
has to be followed and documentary evidence with maps
showing site details accompanied with copy of revenue
records submitted to OWD through the SC.
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Quality sand shall be procured from riverbed adjacent to the
corridors i.e. from river Tel and Sunder free from silt and
other impurities. For this procurement shall be made after
declaration of sand quarry sites by the local Tahesildar with
the concurrence of the district Collector with due regard to
existence miner mineral concession rules 1984. In case of
selection of new sites for sand quarry the Contractor has to
obtain prier approval and concurrence of the quarry site
from competent district authority and the Environment
expert of the SC keeping in view the objection and
convenience of the local population, which may restrain
such activities for their own security and safety. This is
because many times removal of sand from riverbed results
in change of the watercourse endangering embankment and
the nearby habitation. This also impacts the embankment
adversely when haulage is through the embankment. All
these things are to be looked into by the SC and
Environment Expert before agreeing to the proposition of MoRTH 111.3 Annexure - All riverbeds Environmental Expert of S
P.8.3 Sand the contractor for new sand quarry sites. 3.2 extraction for the project. C and OWD
Where the supplier of sand is another party other than the
contractor, the authentic copy of the lease agreement that
has been executed between the local Tahesildar and the
supplier has to be submitted to the Executive Engineer of
the project before any procurement is made there from.
To avoid accidents and caving in of sand banks at quarry
sites it should be removed layer by layer and digging dipper
than the permissible limit has to be avoided at all costs.
Such quarry should be barricaded 1Omtr away from the
periphery on all sites except the entry point, so as to prevent
accidental fall of domestic cattle, wildlife and human
beings. The flood embankment on either side of the river
should not be used for movement of tippers and loaders,
which are very likely to be damage and destroy such
structures. Instead the haulage roads should have to be
constructed afresh avoiding the embankment for safety and
security of the vehicles, road users and the habitation along
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the banks of the river.
As far as possible all efforts should be made to ensure
avoidance of competitive use of a single water source, that
may be depleted on account of the stress caused by drawing
of water for road construction activity by the contractor.
The contractor should use surface water depending on the
availability and quality by developing its own water
harvesting units in a river bed, digging up sand to store the
percolated river water from where water can be lifted using
diesel or electric pump sets. In case of nalas and water
scarcity areas sinking of bore wells adjacent to nalas and
streams may be made, so that while the water requirement
for road construction is solved the structures when
abandoned will serve as a ground water recharge through
suitable modification of the structures, without impacting
the purity and competitive users. If there is any subsequent
modification in the relevant acts for use of ground or river
P.8.4 Arrangement for water for such activities the contractor shall be bound to Guideline 11 (Guidelines Contractor Environmental Expert of S
Construction Water pay for the royalty due for use of such water as may be for quarry material) C and OWD
decided by the State Govt. from time to time. Use of
ground water facility shall be subject to the local legislation
and ground water availability and the competent authority
for such permission as declared by the State Govt. from
time to time shall have to be contacted for issue of
necessary permission in this regard.
Use of any other water source such as irrigation bunds,
ponds, water harvesting structures and damming up of river
/stream flow which is likely to strain and deplete the
inhabitant in an around as well as down stream should be
avoided and for this the contractor has to obtain the express
consent of the local gram sava as well as the group of users
including the approval from the environment expert of SC
and Executive Engineer. The Contractor will provide a list
of locations and type of sources from where water for
construction will be used.
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The contractor preferably shall use unskilled labor drawn
P.8.5 Labor from local areas to provide maximum benefit to the local General conditions of Environmental Expert of
.8. Requirements community specially to the SC and ST population along the Contract Document Contractor SC and OWD
corridor.
Setting up of the construction camps will be as per the
guidelines and details of layout plan.
As far as possible construction camps will not be proposed
within 500 m from the nearest settlements and 1000m from
nearest reserve and protected forest to avoid conflicts and
stress over the infrastructure facilities, local community and
forest resources.
Stock pilling of construction materials and go downs should
be sufficiently away from the nearest water source as well
as located on higher ground to avoid impact due to flood
Construction Camp and pollution of the water source on account of any Guidelines for Locations of
P.9 Locations - accidental spillage of stored /stockpiled materials. Construction Camp Environmental Expert of S
Selection, Design The waste disposal and sewage treatment shall be such that General conditions of C and OWD
and Lay-out the environment is not polluted with the waste material and Contract Document
foul order including the effluents and wastewater generated
at the campsite. The designing and setting up of these
structures should be as per the site plan of camp site
providing for soak pits and carriage of extra sewage by
sealed mechanized containers for disposal at designated
sites as will be available in the locality with due written
permission from the competent local authority.
In case of non-receipt of any such permission from the
competent authority as stated above the provision of wider
safety tanks and storage facility for garbage has to be made
at the camp site as an additional measures.
Arrangements for The contractor shall have to carry out negotiations with the Environmental Expert of S
P.10 Temporary Land landowners for obtaining their consent for temporary use of Contract Document Contractor C and OWD
Requirement their lands for haulage roads approach roads, temporary
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diversions, stockpiling of bulk construction materials,
establishment of camps, hot mix and batching plants
crusher units under proper agreement detailing the term and
conditions agreed to between both the parties involved
including the conditions governing activities to be ensured
during the operational stage and at the time of
decommission of the project where such sites are private
property. The copy of such agreements shall have to be
submitted to the supervision consultant and the executive
officer through the environment expert by the contractor
along with the declaration through an affidavit sworn in by
the land owner before a legal authority competent in this
regard as authentic proof of such arrangement. The
agreement and the affidavit must contain the details of the
land involved with connected records of ownership.
The OWD shall organize orientation sessions and regular
Orientation of training sessions during all stages of the project. This shall
ot include on-site training (general as well as in the specific
P. 1 I agendind context of a sub-project). These sessions shall involve all Contract Document EMU/OWD OWD
Agency staff of Environmental Cells, field level implementation
Contractors staff of OWD, Environmental Experts of Supervision
Consultant and Contractors.
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Table - 11
ENVIRONMENTAL MANAGEMENT PLAN
2.2 CONSTRUCTION STAGE
Responsibility
SI. No. Environmental Management Measures Reference Document Execution / Civil Supervision!
Aspect/IssueExcto Ciiuprson
Work Monitoring
CONSTRUCTION STAGE
Activities to be Carried Out by the Contractor
C.1 Site Clearance
Site clearance including clearance of marked trees for
felling and removal has to be carried out much before
the actual road construction takes place. While doing
so maximum care has to be taken for removal of all
the overhead power transmission lines, telephone and
cable T.V. connections bore wells, stand posts (water
taps) wells in proper manner so as not to pollute the MoRTH 201.2
underground water sources and aquifers. In addition Guideline-I
C.1.l Clearing and Grubbing to this the structures (cabins, commercial (Guidelines for Contractor Environmental
constructions, hoardings, statues and temples etc. arrangement with
should have to be compensated for and removed Forest Department)
before tree felling as tree felling is likely to damage
all these structures and essential connections used by
the public.
The contractor, under any circumstances will not cut
or damage trees. Trees identified under the project
will be cut only after receiving clearance from the
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Forest Dept. / DoEF / MoEF (as applicable) and after
the receipt of OWD's written permission in this
regard.
The tree felling should have to be under taken after
due permission for felling has been obtained from the
concerned divisional forest officer and the estimated
cost of removal of trees submitted by OFDC ltd. gets
approved by the OWD.
Vegetation above 30 cm girth will be considered as
trees and shall be compensated, in the event of
OWD's instruction to undertake tree cutting and all
trees below 30cm girth at BH has to be uprooted
mechanically with ball of earth intact for relocation
and transplanting at various degraded sites,
embankment of water body, ponds, temples, market
places, schools and road corridors to the extent
possible for preventing loss of vegetative cover.
Tree cutting should not be carried out simultaneously
all along the corridor as this will adversely impact the
traffic movement and road safety. It should be carried
out on priority basis at locations of diversions, bridge
and culvert construction, and such other places where
the construction work is scheduled to be started early
for various consideration that may be decided by the
Generation of Debris site engineers the SC and the contractor. Guide lines of
from dismantling Orissa State Environmental
C.1.2 structures and road All workers involved in the cutting and removal of Pollution Control Contractor Expert of SC OWD
surface trees and demolition of structures shall wear safety Board.
helmets, gloves, and protective shoes and provided
with a batch of emergency medical aid facility for
attending to all unforeseen and freak accidents.
Records to be maintained on the spot for all trees
felled and logs, fire wood, stacks, obtained from such
trees in the conversion register, which shall be
available for verification by any competent
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Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
supervising authority of the forest department, OWD,
SC and environment expert.
No sooner the trees are felled converted the same has
to be kept under watch and ward by the felling agency
and steps taken for its authentication by passing
carried out at stump site. The passing by any forest
officer not below the rank of an ACF of the forest
department irrespective of the location of the tree
either with in the RoW or the acquisitioned private
land and Govt. forest land for quick removal from the
RoW to facilitate uprooting of the stumps of such
trees.
Uprooting of the stumps should start immediately
after the logs and firewood are removed from the
stump site to speedup the road formation as discussed
earlier.
As far as possible felling of trees which are located
beyond the hard shoulder that is on the slopes of the
embankment can be retained for reducing the loss of
vegetative cover by careful selection of young and
sound trees within 30cm girth and up to Imtr girth.
Debris generated due to the dismantling of the
existing road will be suitably reused in the proposed
construction.
0D The 80% of the sub grade excavated from the road
surface excluding the scarify layer of bitumen shall
be recycled after improving the soil below the sub-
grade through addition of sand and suitable
cementing material for qualitative up-gradation of
the underlying black cotton soil on Bhawanipatna -
Khariar road.
0D The dismantled scraps of b bitumen surface shall
be utilized for the paving the picnic spots or public
recreation locations along the corridor to prevent
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Project Preparation for Proposed Orissa State Road Project
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
erosion soil contamination and loss of vegetative
cover on account of accumulation of such materials
along the road and water bodies.
The contractor will suitably dispose off unutilized
non-toxic debris either through filling up of borrows
areas located in wasteland or at pre-designated
disposal sites, so selected subject to the approval of
the Environmental Expert of SC and local competent
authority.
All arrangements for transportation during
construction including provision, maintenance,
dismantling and clearing debris, considered incidental
to the work, will be planned and implemented by the
contractor as approved and directed by the
Environmental Expert of SC/OWD.
The pre-designed disposal locations will be a part of
Comprehensive Solid Waste Management Plan to be
prepared by Contractor in consultation and with
approval of Environmental Expert of SC and approval
local competent authority.
Debris generated from pile driving or other
construction activities along the rivers and streams
drainage channels shall be carefully disposed in such
a manner that it does not flow into the surface water
bodies or form puddles in the area.
All dumping sites identified by the contractor has to
be ratified by the environment expert of SC in
consultation with the local competent authority after
joint visit of the locations and signing of documents
as a proof of such verification and acceptance. For
future management of these dumping yards the
contractor shall be responsible by providing barricade
walls or embankment if necessary to contain the
- outflow or erosion of such debris from the dumping
Consultancy Service for Feasibility Study and Detailed 43
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
site.
The pre-identified disposal locations will be a part of
Comprehensive Waste Disposal & Solid Waste
Management Plan to be prepared by the Contractor in
consultation and with approval of Environmental
Expert of SC. Location of disposal sites will be
finalized prior to completion of the earthworks on any
particular section of the road.
The Environmental Expert of SC will approve these
disposal sites after conducting a joint inspection on
the site with the Contractor.
Contractor will ensure that any spoils of material
unsuitable for embankment fill will not be disposed
off near any water course, agricultural land, and
natural habitat like grass lands or pastures, wet lands,
flood plains, eroded slopes, filling up ditches etc. Guide lines of
Other Construction which may pollute the surrounding including water Orissa State Environmental
C. 1.3 Wastes Disposal sources. Such spoils from excavation can be used to Pollution Control Contractor Expert of SC, OWD
including Fly Ash reclaim borrow pits and shoring up of depression Board.
which are not connected to any water source in the
locality nor under use by the local people.
Surplus fly ash, bottom ash and lime if any
transported for use on this corridor shall not be left
open or dumped at any disposal site or decommission
storage yards. Contractor shall take care of such
residual materials for use at any other location of new
embankment construction work with proper protection
measures. S C will keep strict vigil on this aspect.
Non-bituminous wastes other than fly ash may be
dumped in burrow pits (preferably located in barren
lands) where such burrow pits are not suitable for
storage of rainwater to develop pisci-culture or a
source of irrigation by development of embankments
around. Such burrow pits have to be filled up with
Consultancy Service for Feasibility Study and Detailed 44
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
non-bitumen wastes and then covered with a minimum
30cm layer of the soil to take up plantation of trees
and shrubs to restore the environmental balance. The
species suitable for such re-habitation site shall be
one-year-old seedling of alstonea, casuarinas,
zizyphus, bel, papal, banion, babool, chiroungi etc.
No new disposal site shall be created as part of the
project, except with prior approval of the
Environmental Expert of SC and concurrence of local
competent authority on environment.
In case of diversions over private land or productive
Govt. land it should be the duty and responsibility of
the contractor to ensure rehabilitation and restoration
of the impugned /sites before abandoning the area in
such a manner that the site so released comes into
productive use without extra input what so ever.
The topsoil from all sites of cutting/ quarrying/
borrows areas and areas to be permanently covered
will be stripped and scraped of to a specified depth of
150 mm and stored separately for reuse as detailed MoRTH: 301.3.2,
below. A portion of the temporarily acquired area
and/or RoW will be earmarked for storing topsoil. The MoRTH: 301.7,
locations for stock piling will be pre-identified in MoRTH: 301.3.3,
consultation and with approval of Environmental
Stripping, stocking and Expert of Supervision Consultant and Site Engineers. MoRTH: 305.3 Environmental
C.1.4 preservation of top soil The following precautionary measures will be taken to Guidelines - 3 Contractor Expert of S C, OWD
preserve them till they are used: (Guidelines for
(a) Stockpile will be designed such that the slope borrow area
does not exceed 1:2 (vertical to horizontal), and management)
height is restricted to 2 m. To retain soil and to
allow percolation of water, the edges of the pile
will be protected by silt fencing.
(b) Stockpiles will not be surcharged or otherwise
loaded and multiple handling kept to a minimum
Consultancy Service for Feasibility Study and Detailed 45
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
to ensure that no compaction occurs. Such
stockpiles shall be covered with empty gunny
bags or showing and planting of grasses to
prevent erosion during rains.
(c) It will be ensured by the contractor that the
topsoil will not be unnecessarily trafficked either
before stripping or when in stockpiles.
Such stockpiled topsoil will be utilized for -
O Covering all reclamation sites /disturbed areas
including borrow areas (not those in barren areas)
OD Top dressing of the road embankment and fill
slopes
C) Filling up of tree pits, in the median and
C) In the agricultural fields of farmers, acquired
temporarily.
Residual topsoil, if there is any will be utilized for the
plantation at median and side of the main carriageway.
The contractor will provide safe and convenient
passage for vehicles, pedestrians and livestock to and
from roadsides and property accesses connecting the
project road, providing temporary connecting road.
The contractor will also ensure that the existing
accesses will not be undertaken without providing
C. 1.5 Accessibility adequate provisions and to the prior satisfaction of Contractor Environmental
Environmental Expert of Supervision Consultant.
The contractor will take care that the cross roads are
constructed in such a sequence that construction work
over the adjacent cross roads are taken up one after
one so that traffic movement in any given area does
not get affected much.
Consultancy Service for Feasibility Study and Detailed 46
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
Temporary diversions will be constructed with the
approval of the Resident Engineer and Environmental
Expert of Supervision Consultant.
Detailed Traffic Control Plans will be prepared and
submitted to the Environmental Expert of SC for
approval, five days prior to commencement of works
on any section of road. The traffic control plans shall
contain details of temporary diversions, traffic safety
arrangements for construction under traffic, details of
traffic arrangement after cessation of work each day,
safety measures undertaken for transport of hazardous MoRTH: 112 and its
materials and arrangement of flagmen etc. to regulate amendments
traffic congestion.
Planning for Traffic Guidelines 7 Environmental
C. 1.6 Diversions and Detours The Contractor will provide specific measures for Contractor Expert of SC OWD
safety of pedestrians and workers at night as a part of (Guideline for
traffic control plans. The Contractor will ensure that traffic management
the diversion/detour is always maintained in running during construction)
condition, particularly during the monsoon to avoid
disruption to traffic flow.
The contractor will also inform local community of
changes to traffic routes, conditions and pedestrian
access arrangements with assistance from SC and
OWD. The temporary traffic detours will be kept free
of dust by sprinkling of water three times a day or as
required under specific conditions (depending on
weather conditions construction in the settlement
areas and volume of traffic).
C.2 Procurement of Construction Material
No borrow area will be opened without permission of MoRTH: 305.2
Earth from Borrow Areas the Environmental Expert of Supervision Consultant. Guidelines - 3 Environmental
C.2.1 for Construction The location, shape and size of the designated borrow Contractor Expert of SC, OWD
areas will be as approved by the Environmental Expert (Guidelines for
of Supervision Consultant and in accordance to the borrow area
Consultancy Service for Feasibility Study and Detailed 47
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
IRC recommended practice for borrow pits for road management)
embankments (IRC 10: 1961). The borrowing
operations will be carried out as specified in the
guidelines for setting and operation of borrow areas.
The unpaved surfaces used for the haulage of borrow
materials, if passing through the settlement areas or
habitations; will be maintained dust free by the
contractor. Sprinkling of water will be carried out
thrice a day to control dust along such roads during
their period of use.
During dry seasons (winter and summer) frequency of
water sprinkling will have to be increased according
to the site and climatic conditions in the settlement
areas and Environmental Expert of SC will decide the
numbers of sprinkling depending on the local
requirements.
Contractor will rehabilitate the borrow areas as soon
as borrowing is over from a particular borrow area in
accordance with the Guidelines for Redevelopment of
Borrow Areas or as suggested by Environmental
Expert of Supervision Consultant.
The contractor shall obtain materials for quarries only
after the consent letter from the department of mines
Govt. of Orissa, and the District Administration is
received.
C.2.2 Quarry Operations The contractor will develop a Comprehensive Quarry MoRTH:I 11.3 Contractor Environmental
Redevelopment plan, as per the Mining Rules of the Expert of SC, OWD
state and submit a copy to OWD and SC prior to
opening of the quarry site.
The quarry operations will be undertaken within the
rules and regulations in vogue.
C.2.3 Transporting Contractor will maintain all roads (existing or built Contractor Environmental
Consultancy Service for Feasibility Study and Detailed 48
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
Construction Materials for the project), which are used for transporting Expert of S C, OWD
and Haul Road construction materials, equipment and machineries as
Management precised. All vehicles delivering goods subject to
susceptible to be blown by wind during the vehicular
movement to avoid spilling and air pollution.
It shall be the responsibility of the contractor or his
agent, sub-agents, sub-contractors, petty contractor,
material suppliers whose vehicles use the highways
and other roads for transportation of construction
materials, to keep the roads clear from any dust, sand,
soil, aggregates fallen from the transport vehicle.
Contractor will arrange for regular water sprinkling as
necessary for dust suppression on all such roads and
surfaces where dust generation is a major problem.
The unloading of all materials at construction sites
should be limited to day time only for safety and
avoiding accidents. Screens of hessian cloth, agro net
and such other barricading material are to be erected
along all construction, dumping and stockpiling sites
under use, so that the generation of the dust in the
vicinity of such locations can be minimized to great
extent.
Contractor will arrange adequate supply and storage
of water for the whole construction period at his own
cost. The Contractor will submit a list of such
source/s from where water will be used for the project
to Supervision Consultant and OWD. Guideline 11
C.2.4 Construction Water Such source of water to meet the requirement on this (Guidelines for Contractor Environmental
road should preferentially be ground water collected quarry material) Expert of SC, OWD
from river or stream bed with prior permission from
the Ground Water Board and the District
Administration commensurating with the prevalent
water act and rules promulgated by the State Govt.
Such use shall be from a source other than the
Consultancy Service for Feasibility Study and Detailed 49
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
common source of water that is used by the local
population and wildlife etc. as detailed in pre-
construction activity. A copy of the permission so
obtained from the competent authority shall have to be
submitted to Supervision Consultant and OWD prior
to initiation of construction activity.
The contractor will take all precaution to minimize the
wastage of water in the construction process/
operation where ground water and river water is
scarce.
C.3 Construction Work
While working across or close to any perennial water
bodies, contractor will not obstruct/ prevent the flow
of water.
Construction over and close to the non-perennial
streams shall be undertaken in dry season and if such
activity is likely to constraint or impact the
community water body connected to such streams
adequate prior information will be provided to such
community for making a suitable arrangement that
may lead to peaceful and uninterrupted use of the
Disruption to Other resource during the time of construction activity. Such Environmental
C.3.1 Users of Water water body may be ponds, water harvesting structures MoRTH:304.3.2 Contractor Expert of S C, OWD
(WHS), feeder channels to pond and irrigation bunds
etc. In all such cases specific provision of lessening
the impact of construction has been elaborated in the
design plan of retaining walls, spillways and ghats in
Drawing No. OSRP /CEG /SH /ENV /03
Wherever excavation for diverting water flow will is
imminent as per the designs available in the DPR the
contractor will ensure that such diversion channels
have no stepper slopes than 1:2 (vertical: horizontal).
Otherwise proper slope protection measures have to be
taken as approved by the Environmental Expert of SC
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
and the resident engineer.
The contractor will take prior approval of the River
Authority or Irrigation Department and SC for any
such activity. The OWD will ensure that contractor
has served the notice to the downstream users of water
well in advance where such diversion of the flow is
likely to affect the down stream population subject to
the condition that under no circumstances the down
stream flow should be stopped putting the wildlife, the
aquatic fauna and the shore line settlement under
distress. Minimum eco-flow should be maintained in
spite of the diversion by ensuring the down stream
connectivity to the main channel.
Contractor will ensure that no construction materials
like earth, stone, ash or appendage disposed off so as
not to block the flow of water of any water course and
cross drainage channels.
In addition to the design requirements the contractor
will take all necessary measures to prevent the
flooding of the installation well in advance of he rainy
season in consultation with the resident engineer and MoRTH:305.3.7
SC by providing cross drainage to manage
Drainage and Flood accumulation of rain water at any construction site. MoRTH:306 Environmental
C.3.2 Control Where necessary adequate mechanical devices to bail Annexure 3.3 Contractor Expert of SC, OWD
out accumulated water from construction sites, camp
sites, storage yard, excavation areas are to be pre- Annexure 3.4
settled and arranged well in advance of the rainy
season besides cross drainage systems.
The contractor will take all adequate precautions to
ensure that construction materials and excavated
materials are properly located and enclosed in such a
manner that sediment laden water through erosion
does not affect the runoff and block the natural flow
of water in any water course or cross drainage channel
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Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
by a proper watch and ward arrangement for
monitoring. Details of proposed Cross drainage
structures and lined drains are given in Annexure 3.3
& 3.4.
Contractor will construct silt fencing at the base of the
embankment construction for the entire perimeter of
any water body (including wells) adjacent to the RoW
and around the stockpiles at the construction sites
close to water bodies. The fencing will be provided
prior to commencement of earthwork and continue till
the stabilization of the embankment slopes, on the
Siltation of Water Bodies particular sub-section of the road. MoRTH: 306
C.3.3 and Degradation of The contractor will also put up sedimentation cum Annexure 3.5 (Silt Contractor Environmental
Water Quality grease traps at the outer mouth of the drains located in Fencing) Expert of SC, OWD
truck lay byes and bus bays which are ultimately
entering into any surface water bodies / water
channels with a fall exceeding 1.5 m.
Contractor will ensure that construction materials
containing fine particles are stored in an enclosure
such that sediment-laden water does not drain into
nearby water bodies.
The contractor will construct slope protection works
as per design, or as directed by the Environmental MoRTH: 305.2.2.2
Expert of SC to control soil erosion and sedimentation MoRTH: 306.2
through use of dykes, sedimentation chambers, basins,
fiber mats, mulches, grasses, slope drains and other Guideline 8
C 3.4 Slope Protection and devices as will be necessitated according to the local (Guideline for soil Contractor Environmental
.3. Control of Soil Erosion conditions. erosion and Expert of SC, OWD
All temporary sedimentation, pollution control works sedimentation
and maintenance thereof will be deemed as incidental control)
to the earth work or other items of work and as such
no separate payment will be made for them.
Consultancy Service for Feasibility Study and Detailed
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Contractor will ensure the following aspects:
O After construction activities of road embankment,
the side slopes of all cut and fill areas will be
graded and covered with stone pitching, grass and
shrub as per design specifications.
OD Turfing works will be taken up as soon as
possible provided the season is favorable for the
establishment of grass sods. Other measures of
slope stabilization will include mulching netting
and seeding of batters and drains immediately on
completion of earthworks with sowing of seeds of
grass, shrub and bushes 30cm interval from line
to line across the slope and sprinkling of water
on such slopes after completion of the earth
work. Regular watering through sprinklers shall
be provided at such locations much before the
pre-monsoon rains as would be required in the
field to encourage bio-engineering stabilization
of this slopes in all these cases seeds of road side
weeds such as, Banakonthi (Ephorosia),
Banachakunda (Cassia tora), Bala (Sida species),
Vetiver grass, Pamarosa grass etc.
o) In borrow pits, the depth shall be regulated so
that the sides of the excavation should not be
stepper than I vertical to 2 horizontal, from the
edge of the final section of the bank.
OD Along sections abutting water bodies, stone
pitching as per design specification will protect
slopes. All such stone pitching should have a
filter layer to prevent scouring and unsettlement
of the pitched surface when the water label
recedes.
C) Refer Guidelines-8 for soil erosion and
sedimentation.
Consultancy Service for Feasibility Study and Detailed 53
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C.4 Pollution
C.4.1 Water Pollution
The Contractor will take all precautionary measures to
prevent the wastewater generated during construction
from entering into streams, water bodies or the
irrigation system by providing safe wastewater soak
pits away from any aquifers or water body.
Contractor will avoid continuation of construction
activity close to the streams or water bodies during
monsoon.
C.4.1.1 Water Pollution from All waste arising from the project is to be disposed off MoRTH: 111.4 Contractor Environmental
Construction Wastes in the manner that is acceptable to the State Pollution MoRTH: 111.1 Expert of SC, OWD
Control Board or as directed by Environmental Expert
of Supervision Consultant in accordance to the local
legislation for such disposal.
The Environmental Expert of S C will certify that all
liquid wastes disposed off from the sites meets the
discharge standards as specified by the CPCB Govt. of
India.
The contractor will ensure that location of parking
lots, garages, fuel/lubricants dumps /storage sites,
vehicle, machinery and equipment maintenance and MoRTH: 111.4
refueling sites are located on high ground at least 500
m from rivers /streams /canal /ponds with proper MoRTH: 111.1
C.4. .2 Water Pollution from boundary wall to prevent any accidental except due to Annex 3.6 Contractor Environmental
Fuel and Lubricants spillage or mishandling. Petroleum Act and Expert of S C, OWD
All location and lay-out plans of such sites will be Rules MoEF /CPCB
submitted by the Contractor prior to their Notifications
establishment and will be approved by the
Environmental Expert of Supervision Consultant and
OWD besides the conditions govern by the Central
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Project Preparation for Proposed Orissa State Road Project
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Excise and Explosive substances act etc.
Contractor will ensure that all vehicle/machinery and
equipments operation, maintenance and refueling will
be carried out in such a fashion that spillage of fuel
and lubricants does not contaminate the ground. Oil
interceptors will be provided for vehicle parking,
wash down and refueling areas as per the design
provided.
In all, fuel storage and refueling areas, if located on
agricultural land or areas supporting vegetation, the
top soil will be stripped, stockpiled and returned after
cessation of such storage.
Contractor will arrange for collection, storage and
disposal of spent oil, lubricants, grease and sludge and
other waste to collection beans kept separately at
maintenance and refueling yards for recycling and to
dispose of the filtered sludge from filter ponds at
pre-identified disposal sites (list to be submitted to S
C and OWD) as approved by the Environmental
Expert of S C. All spills and collected petroleum
products will be disposed off in accordance with
MoEF and SPCB guidelines issued from time to time.
A certificate this extent has to be issued by the
Environmental Expert of S C in compliance with the
guidelines of PCB/ MoEF or any other relevant law in
force.
C.4.2 Air Pollution
The contractor will take every precaution to reduce MoRTH:I 1.1
the level of dust from crushers /hot mix plants, .r.
C.4.2. 1 Dust Pollution construction sites involving earthwork by sprinkling MoRTH: I 11.5 Contractor Environmental
of water mist spray, encapsulation of dust source and MoRTH:E rf11.9
erection of screen /barriers.
Consultancy Service for Feasibility Study and Detailed 55
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
All the plants will be located at least I km away in the MoRTH:111.10
downwind direction of normal wind flow from the Co
nearest human settlement or any other institutions of ntract Agreement
importance.
The contractor will provide necessary certificates to
confirm that all crushers used in construction conform
to relevant dust emission control legislation for time
to time.
The suspended particulate matter value at a distance
of 40m from a unit located in such a cluster should be
less than 500 Pg/m3. The pollution monitoring is to be
conducted as per the monitoring plan.
Alternatively, operating crushers with valid license
from the SPCB shall be used and required certificates
and consents of the operator owner shall be procured
and submitted by the contractor to the OWD through
Environment by the SC.
Dust screening vegetation through planting of dwarf
bamboos, justiacea, vitex negundo, lawsonia inermis
will be planted on the edge of the RoW or around the
crusher sites for all existing roadside crushers besides
provision of dust screens.
Hot mix plant and batch mix plant will be fitted with
dust extraction units and mist spray keep down the
dust emission levels.
All machinery and equipments installed or brought
under use by the contractor shall have to conform to
Emission from the latest anti pollution parameters as specified by the
C.4.2.2 Construction Vehicles, international stand and BSI as the case may be. Motor Vehicle Act Contractor Environmental
Equipment and Contractor will ensure that all vehicles, equipment Expert of S C, OWD
Machineries and machinery used for construction are regularly
maintained and confirm to the emission standards
specified by the CPCB and certification issued for
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
such contrivances obtained from designated /approved
authority from time to time.
The Contractor will submit PUC certificates for all
vehicles/ equipment/machinery used for the project.
Monitoring results will also be submitted to S C and
OWD as per the monitoring plan and specified
formats.
C.4.3 Noise Pollution
The Contractor will confirm the following:
O All plants and equipment used in construction
(including that of OWD, aggregate crushing
plant) shall strictly conform to the MoEF/ CPCB
noise standards and should have latest noise
suppression mountings.
(D All vehicles and equipment used in construction
will be fitted with exhaust silencers.
OD Servicing of all construction vehicles and
Noise Pollution: Noise machinery will be done regularly and during
C.4.3.r1 from Vehiclus, Plants rutine servicing operations, the effectiveness of Noise Rules 2002 Contractor Environmental
Candlro VEhuiclesPlnts exhaust silencers will be checked and if found Annex - 3.7 Expert of S C, OWD
and Equipments defective will be replaced.
OD Limits for construction equipment used in the
project such as compactors, rollers, front loaders,
concrete mixers, cranes (moveable), vibrators and
saws shall not exceed 75 dB (A) (measured at one
meter from the edge of equipment in the free
field), as specified in the Environment
(Protection) rules, 1986.
OD Maintenance of vehicles, equipment and
machinery shall be regular and up to the
satisfaction of the Environmental Expert of S C
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
to keep noise levels at the minimum.
Construction activity at sites within 100m habitation,
hospitals and forest areas should not be carried out
during night.
The contractor will not take of any noisy construction
activities around educational institutes /health centers,
hospitals, silence zones up to a distance of 100 m
from these sensitive receptors at night.
Contractor will provide noise mitigation barriers
along the sensitive receptors mentioned above
including masonry and vegetative screen walls
mounted with creepers as per the design drawing No.
OSRP /CEG /SH /ENV /04 B at suggested locations.
List of such locations for temples, schools, govt.
offices, at 5 temples, 3 burial grounds, 3 schools, 3
offices.
Monitoring shall be carried out at the construction
sites as per the monitoring schedule and results will
be submitted to SC and OWD. Environmental Expert
of SC will be required to inspect regularly such sites
to ensure proper compliance of the EMP.
C.5 Safety
Contractor will provide:
瓺 Protective footwear and protective goggles to all
workers employed on mixing asphalt materials,
Personal Safety cement, mortars, concrete, welding sites, blasting, Environmental
C.5.1 crusher and stockpiling locations etc. as per the Contractor Exprof a
Measures for Labour Factory Act 1948.
C) Welder's protective eye-shields to workers
engaged in welding works
O) Earplugs to workers exposed to loud noise, and at
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Consulting Engineers Group Ltd., Jaipur Environment Management Plan
quarries, crushers, compaction, concrete mixing,
batch mixing, drilling, fabricating and heavy
machinery operations.
C) Hard hat or minors helmets shall be provided to
all workers supervising staffs and inspecting
officials entering into any construction site
quarry, borrow areas, loading and unloading sites
for safety and security which should be
compulsory irrespective of the rank and file of
such personality.
0D The use of nettings and platforms below and on
the sides of overhead construction and
excavation, scaffolding activity has to be
compulsory installed by the contractor to prevent
accidental fall of workmen and debris, which are
a major source of fatality act all construction
sites.
O The contractor will comply with all regulations
regarding safe scaffolding, ladders, working
platforms, gangway, stairwells, excavations,
trenches and safe means of entry and egress.
The contractor will comply with all the precautions as
required for ensuring the safety of the workmen as per
the International Labor Organization (ILO)
Convention No. 62 as far as those are applicable to
this contract.
The contractor will make sure that during the
construction work all relevant provisions of the
Factories Act, 1948 and the Building and other
Construction Workers (regulation of Employment and
Conditions of Services) Act, 1996 are adhered to.
The contractor will not employ any person below the
age of 18 years for any work and no woman of
productive age will be engaged in the work of painting
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containing lead in any form.
The contractor will also ensure that no paint
containing lead or lead products is used except in the
form of paste or readymade paint.
Contractor will provide facemasks for use by the
workers engaged in spray painting or manual painting
when lead based compound is one of the constituents
of such surface to be scrubbed, cleaned and painted.
No smoking and other 'high risk' areas are to be
provided with statutory signage besides strict
enforcement of PPE with zero tolerance limits for the
safety and security of installation and equipments.
These guidelines will be reflected in the Construction
Safety Plan to be prepared by the Contractor during
mobilization and same shall be approved by S C and
OWD after proper scrutiny.
The contractor will take all necessary measures for the
safety of traffic during construction and provide, erect
and maintain such barricades, including signage,
markings, flags, indicator lights, reflectors and
flagmen as proposed in the Traffic Control
Plan/Drawings and as required by the Environmental
Expert of S C for the information and protection of
road users approaching or passing through the section
C.5.2 Traffic and Safety of any construction site of activity or diversion. Contractor Environmental
Expert of S C, OWD
The contractor will ensure that all signs, barricades,
pavement markings are provided as per the MoRTH
specifications. Before taking up of construction on
any section of the existing lanes of the highway, a
Traffic Control Plan will be devised and implemented
to the satisfaction of the Environmental Expert of S C
together with the local police and administrative
authorities.
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All power transmission lines whether claded or
sufficiently covered are potential hazards at
construction sites. The Contractor will take all
required precautions to prevent danger from electrical
wirings and equipments and ensure that -
O No material will be so stacked or placed on or
near such power transmission equipment and
wires and installation, which can be a potential
danger to affect /inconvenience /fatally injured
any road user or workmen as to cause danger or
inconvenience to any person or the public.
O All such electrical installation and wirings should
be out of reach of the road users, wildlife along
with operating vehicle, cranes, excavators and
loaders fabricating units. Necessary fencing and
k fm proper insulation of the supply lines shall have to
C.5.3 R isk from Electrical be ensured by the contractor with proper Contractor Environmental
. . Equipment(s) illumination of work sites and equipments for Expert of SC, OWD
safety and security.
C) Loosely hanging and exposed power supply lines,
heavily loaded supply lines are the cause of many
accidents and fire hazards, which may endangered
the life and property of so many individuals
during construction /lay off period. The
contractor should ensure proper maintenance of
such supply roots and closer of all such electrical
operating units before leaving the sit of activity
every day or night as the case may be.
All machines to be used in the construction shall have
conform to the relevant BIS specification codes. The
contractor will ensure that such machinery are free
from patent defect, and under good working
conditions and maintained in good working order as
per the owner manual supplied by the manufacturer
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through regular supervision, monitoring, maintenance
and repair /replacement from time to time as per the
schedule of activity such units in consultation with the
SC.
The contractor will take all reasonable precautions to
prevent danger of destruction to life and property of
public as well as workers on account of flash flood,
sudden collapse of structures accidental fire and
explosion in an around work sites camps, maintenance
unit, quarries, haulage or roads vehicles carrying
hazardous materials.
The contractor will make required arrangements so
that in case of any mishap all necessary steps can be
taken for prompt rescue operation along with
provision for on this spot first aid and quick removal Environmental
C.5.4 Risk Force Measure of injured to nearest hospital for treatment. Fire Contractor Expert of SC, OWD
extinguishers and fire fighting equipments, salvaging
equipments for recovery of hazardous chemicals on
account of accidents or spillage to be kept ready at
camping sites or major construction sites to attend
such eventualities. Construction Safety Plan prepared
by the Contractor in this regard will identify
necessary actions in the event of an emergency
accordingly and get it approved by the supervision
consultant and the executive officer of the OWD as
per the standard practice adopted under labour welfare
activities and factory act.
The contractor will arrange for -
0D a readily available first aid unit including an
C. 5.5 First Aid adequate supply of sterilized dressing materials Contractor Environmental
and appliances as per the Factories Rules in every Expert of SC, OWD
work zone with life saving first aid kits.
0D availability of suitable transport at all times to
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take injured or sick person(s) to the nearest
hospital
oD Equipment and trained nursing /paramedical staff
at construction camps.
The contractor will provide, erect and maintain
C.5.6 Informatory Signs and informatory/safety signs, hoardings written in local Contractor Environmental
Hoardings language and English, for the benefit and information Expert of S C, OWD
of road users and local inhabitants.
C.6 Flora and Fauna: Plantation/Preservation/ Conservation Measures
The tree planting along the corridor within the RoW
shall be taken up by local self help groups (SHG) or
forest department as the case may be depending upon
the location of the land on the corridor i.e. near and
on forest lands the forest department shall take up the
plantation activity and else where these shall be
carried out by contractor selected for such activity.
Minimum 80 percent survival rate of the saplings will
C.6.1 Road side Plantation be acceptable otherwise the contractor will replace Contractor Environmental
Strategy dead plants at his own cost. The contractor will Expert of SC, OWD
maintain the plantation till they handover the project
site to PWD after the 3rd year of planting.
The Environmental Expert of SC will inspect and
monitor regularly the survival rate of all plantations
and record his observation in the plantation journal at
the time of inspection besides making official
correspondence regarding deficiencies or changes
improvements, warranted in specific area of activities.
The contractor will take reasonable precaution to
C.6.2 Flora and Chance found prevent his workmen or any other persons from Contractor Environmental
Fauna removing and damaging any flora (plant/vegetation) Expert of SC, OWD
and fauna (animal) including fishing in any water
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body and hunting of any animal in an around the road
corridor whether it is a forest or non-forest land other
than permissive activity of fishing in the local non-
forest areas with the consent of local authorities and
villagers.
If any wild animal is found near the construction site
at any point of time, the contractor or his
representative will immediately upon discovery
thereof acquaint the Environmental Expert of SC and
the resident engineer together with the local forest
authority for immediate necessary action as will be
suggested by them.
The Environmental Expert of SC will report to the
near by forest office (range office or divisional office)
and will take appropriate steps/ measures, if required
in consultation with the forest officials for rescue or
driving out the animal towards the forest.
All fossils, coins, articles of value of antiquity,
structures and other remains or things of geological or
archaeological interest discovered on the site shall be
the property of the Government and shall be dealt with
as per provisions of the relevant legislation.
The contractor will take reasonable precautions to
prevent his workmen or any other persons from
C.6.3 Chance Found removing and damaging any such article or thing. He Environmental
Archaeological Property will, immediately upon discovery thereof and before Contractor Expert of SC, OWD
removal intimate the Environmental Expert of SC of
such discovery and carry out the SC's instructions for
dealing with the same while keeping the responsible
authority informed of such findings besides the local
police and local administrative authority of the
district.
The SC will seek direction from the State
Archaeological Department /the district Collector for
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proceeding in appropriate manner to deal with the
chance findings /discovery. Till that time the site and
the findings shall be under strict watch and ward to
prevent any pilferage alteration of the findings by the
workmen or locals as the case may be.
C.7 Labor Camp Management
Contractor will follow all relevant provisions of the
Factories Act, 1948 and the Building and the other
Construction Workers (Regulation of Employment and
Conditions of Service) Act, 1996 for construction and
maintenance of labour camp.
The location, layout and basic provision of facilities
at each labour camp site will be submitted to SC and
C.7.1 Accommodation OWD prior to their setting up in the field.. Contractor Environmental
The construction of camps in only commence after the
written approval from the SC. In consultation and
concurrence of the Environmental Expert.
The contractor will maintain necessary living
accommodation and ancillary facilities in functional
and hygienic manner as per the suggestions and
guidance provided by the environment expert and SC.
Provision for supply of potable water to all camp sites
in the package will have to be in place in such a
manner that the sources are free from pollution and
contamination. With proper drainage, platforms,
C.7.2 Potable Water storage facility and sanitation measures in position to Environmental
see that the surplus and waste water flow does not Contractor Expert of SC, OWD
stag net or create in mades of the camp as well as the
surrounding agricultural fields, water sources and
habitation.
Ground water recharging provision through setting up
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of soak pits away from such water supply system to
discharge the waste water shall have to be made by
the contractor at each camp site whether the same is
over Govt. or private land.
The Contractor will also provide availability of
potable water within the precincts of every workplace
in a cool and shaded area which is easily accessible
as per standards set by the Building and other
Construction Workers (Regulation of Employment and
Conditions of Service) Act, 1996.
The contractor will ensure the fulfillment of the
following conditions at all work places for the benefit
of worker:
a) Adequate supply of potable water (as per IS) in
every workplace/labor camp site at suitably
located on high ground and dry place which is
easily accessible and regularly maintained for
health and hygiene to prevent contamination and
communicable diseases.
b) All such storage facilities of drinking water will be
on raised plant for drainage and safe storage
above at least Im ground above ground to
facilitate its use..
c) As far as possible shallow well should not be used
as potable source of water unless there is any
constraint for boring of tube wells. In all such
cases of potable from open wells irrespective of
its location from polluting environment regular
dis-infection of the water source by application
of lime, bleaching power, potassium
permanganate solution have to be ensured at
weekly /fort nightly interval. However it should
be safe to provide water purifier units in such
locations to prevent water borne diseases.
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d) All open wells should be covered with a trap door,
to facilitate disinfections of water sources while
mini hand pumps may be set up to draw water
from such wells and prevent accidental
contamination /accidental fall into such wells
besides avoiding dust and filth from the adjacent
road entering the well for which a safe drainage
channel encircle the open well should be
mandatory to prevent flood and inflow of
polluted water from outside.
e) The trap door will be kept locked and opened only
for cleaning or inspection, which will be done at
least once in a month to be monitored and
recorded by the camp in charge at each place.
f) Water quality testing of all potable water sources
will be done every month as per parameters
prescribed in IS 10500:1991, by sample testing of
the water periodically.
Environmental Expert of SC will be required to
inspect the labour camp once in a week to ensure
health and hygienic of the work force.
The contractor will ensure that -
D the sewage system for the camp are designed,
built and operated in such a fashion that no
health hazards occurs and no pollution to the air,
Sanitation and Sewage ground water or adjacent water courses takes Environmental
C.7.3 System place. Contractor Expert of SC, OWD
0 separate toilets /bathrooms /latrines, wherever
required, are to be provided for women workers
separately with specific signage indicating its
exclusive use by them.
0D All such facilities must have adequate water
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supply with proper drainage and disposal facility.
OD all toilets in workplaces are to be located with
covered screen walls and of dry earth system
which are to be maintained, cleaned and
disinfected daily using strong disinfectants. The
location of such provisions should not be
affecting the air surface water and ground water
of the locality or the agricultural fields near by
either during summer or rains.
e For lavatory purposes the use of portable latrines
system are to be brought under use and the night
soil so collected has to be disposed of at
designated septic latrines, so as to prevent
pollution of the workplace and surrounding areas.
The contractor will provide garbage bins in the camps
and ensure that these are regularly emptied and
disposed off in a hygienic manner as per the
Comprehensive Solid Waste Management Plan
approved by the Environmental Expert of SC.
C. 7.4 Waste Disposal No night soil should be dispose of at any place other
than the septic tank constructed for the workers at the
camp site by ensuring the use of portable latrines
system mounted on wheels and fitted with temporary
water sealed containers to store the night soil, which
shall be emptied at the nearest septic tank facility of
any camp site.
C.8 Contractor's Demobilization and Decommissioning of Established Setup
Contractor will prepare site restoration plans, which
Clean-up Operations, will be approved by the Environmental Expert of SC. Environmental
C.8.1 Restoration and The clean-up and restoration operations are to be Contractor Expert of SC, OWD
Rehabilitation implemented by the contractor prior to
demobilization. The contractor will clear all
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temporary structures; dispose all garbage, night soils
and POL waste as per Comprehensive Waste
Management Plan and as approved by SC.
All disposal pits or trenches will be filled in
disinfected and effectively sealed off. Residual
topsoil, if any will be distributed or spread evenly on
adjoining/ proximate barren land or affected
agricultural land adjacent to the RoW that has been
impacted on account of accidental spillage, drainage
or erosion of the construction materials as will be
identified and suggested by Environmental Expert of
SC not below the thickness of 75 mm.
All construction zones including river-beds, culverts,
road-side areas, camps, hot mix plant sites, crushers,
batching plant sites and any other area used/affected
by the project will be left clean and tidy, at the
contractor's expense, to the entire satisfaction of the
land owner in case of private land and to the best
satisfaction of the Environmental Expert of SC as well
as the site engineer.
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Table - 12
ENVIRONMENTAL MANAGEMENT PLAN
2.3 OPERATION STAGE
Responsibility
Si. No. Environmental Management Measures Reference Document
Issue
Execution/Civil Work Supervision/Monitoring
OPERATION STAGE
Activities to be Carried Out by the OWD
The OWD will monitor the operational performance
of the various mitigation/ enhancement measures
carried out as a part of the project.
The indicators selected for monitoring include the
survival rate of trees; utility of enhancement
provision for schools, hospitals, water bodies,
temples spur roads, bus stand and sheds at bus stops,
Monitoring sealing of abandoned, bore wells, stand posts, wells,
0.1 Operation resin king of setting up of bore wells and stand post, OWD/PWD OWD/PWD
Performance noise and dust filter structures at sensitive receptors
site enhancement measures at recreation points bus
and truck lay bye etc. including status of
rehabilitation of borrow areas; and utility of noise
barriers.
The completion of wildlife under passes as per
design and specifications with approach corridor
plantations and its 3 years maintenance schedule for
survival and development into a proper wildlife
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corridor has to be keenly monitored and evaluated.
The rehabilitation of degraded sites along with
development and functioning of nalas, streams and
gullies after soil and water conservation measures
has to be inspected, recorded and timely damages
repaired for effective functioning and maintenance
of such efforts in the field.
Monitoring of the wildlife movement along the
wildlife under passes provided for in the corridor.
Monitoring the function and stability of temporary
water holes /water storage tanks provided on either
side of the corridor to remove distress of the wildlife
during let winter and summer months till the
corridor is restocked with necessary avenue
plantation and restoration and improvement of
degraded /eroded sites.
OWD will ensure that all drains (side drains, median
drain and all cross drainages) are periodically
cleared especially before monsoon season to
facilitate the quick passage of rainwater and avoid
Maintenance of flooding without damaging the spurs and check dams
0.2 Drainage erected to stabilize the course and flow of all such OWD/PWD OWD/PWD
drainage channels.
OWD will ensure that all the sediment /oil and
grease traps set up at the truck and bus lay bye are
cleared once in every 3 months.
The periodic monitoring of the ambient air quality,
noise level, water (both ground and surface water)
0.3 Pollution Monitoring quality, soil pollution/contamination are to be Pollution Monitoring OWD/PWD
continued at pre-designated locations and if Agency
necessary at additional locations for comparative
study of pre and post operative data in order to
ensure further improvement /modification in the
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design /methodology
OWD may appoint specific pollution monitoring
agency for such study or carry it out as per the
suggestion /recommendation of the statutory
authority, (SPCB).
Ambient air concentrations of various pollutants
shall be monitored as envisaged in the pollution-
monitoring plan at pre designated locations to
compare it with the pre construction data and ensure
further improvement by collection of additional data
at additional location as the situation demands.
The avenue plantation raised afresh and the old
avenue trees retained are to be periodically checked
0.3.1 Atmospheric with respect to the plantation register for evaluating Pollution Monitoring OWD/PWD
Pollution the effect and importance of avenues along the road. Agency
Site enhancement plantations together with
plantation to serve as noise and dust filters,
environment upliftment for aviary and amphibian
fauna near water sources by relocation of avenue
trees are to be monitored and brought into a register
of such activity for study of their growth, utility and
impact on the biodiversity as well as environmental
parameters.
Noise pollution will be monitored as per monitoring
plan at sensitive locations where pre construction
noise quality studies were conducted. The survival
and functioning of the noise filter plantations and
0.3.2 Noise Pollution noise control walls has to be specifically supervise Pollution Monitoring OWD/PWD
and monitored for further improvement /replication Agency
at other affected points if necessary. The plantation
of dwarf bamboos at such locations along the road
avenue needs special mention in cyclone ravaged
corridor to enforce the control programs.
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Monitoring the effectiveness of the pollution
attenuation barriers, if there is any, will be taken up
thrice in the operation period.
The effectiveness of functioning of the earth cushion
provided wildlife under passes and viaducts near wet
land eco system with trap drain structures at
different locations will be monitored and evaluated
to study the incidents of reduction in death of
amphibians and reptiles at such points in comparison
with other control points without such structures for
further improvement in the corridor to prevent such
destruction of biodiversity.
Visual monitoring and inspection of soil erosion at
borrow areas, quarries (if closed and rehabilitated),
embankments and other places expected to be
affected, will be carried out before monsoon, during
l E o monsoon and after winter rains to regularly record
0.4. Sol Erosion and monitor the effectiveness of such structures at OWD/PWD OWD/PWD
0.. Bonitoringeof monthly intervals for the I"1 three years during and
Borrow Areas after completion of project, so as to evaluate the
beneficial effects each type of activity together with
the cost involved for adoption of most effective
structures in other areas of road improvement to
check soil erosion.
OWD shall take initiative to move and motivate the
Govt. as a facilitator in preparing and action plan to OWD/PWD, Local OWD/PWD
encourage balanced congestion free hygienic Authorities,
environment friendly activity on either side of the
0.5 Changes in Land Use developed highway during and after completion of
Pattern the project. This to avoid irregular, ugly,
unhygienic and destructive ribbon development, Revenue Department and
close to the road corridor which adversely affects Local Civic Bodies OWD/PWD
agricultural and water harvesting capabilities and
drainage system of the area. The department may
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strive for from effective promulgation of some
legislation and guidelines controlling such unbridled
activity, which are self destructive and distress full
for the poor farmers and a drainage on the States
Economic Resources.
A land use-zoning map may be developed, under
which up to a particular distance from the RoW of
the alignment especially in new bypass stretches, no
development will be allowed.
Necessary hoardings along the corridor need be
provided in shape of permanent structures to warn
and advise encroachers against such activity under
punitive action such as forfeiture of the structures
and belonging without prior notice besides punitive
legal action in the court of law barring any stay over
such action by the state from any court of law.
Budgetary provisions are to be made to control the
ribbon development along project road.
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Prior to start of construction work, the following activities need to be taken up by PIU
of OWD. The details of actions to be taken along with responsible supervising
organization and authority for each activity are presented in Table - 13 below.
Table - 13
Action Plan for Pre construction Period
Project related Action to be taken Responsible supervising
issues organization/authority
Preparation of land Initiate and complete the process for DPR Consultant /PIU of OWD
plan schedules and land acquisition /OWD, Revenue Department
Land & asset
acquisition Survey and preparation of Environment and biodiversity
environmental impact assessment expert of DPR Consultant and PIU
report including biodiversity. of OWD.
Preparation of environment impact Biodiversity expert and
mitigation action and management plan Environment expert of DPR
together with biodiversity action plan Consultant with PIU of OWD.
including enumeration of trees for road
improvement felling.
Prepare and administer land use control Details in SIA & RAP Report
measures prepared for OSRP
Identification of The preparation of application in Form- Separate biodiversity action plan as
Forest land and A under forest conservation act. 1980 stand alone report together with
Existing growth and allied activity. forest land schedule, movement
corridor of wildlife estimation of
NPV and cost of compensatory
afforestation interpolated in the
DPR and SEIA report format.
R & R operation R & R operation for affected Details in SIA & RAP Report
community as per policy provisions prepared for OSRP
Relocation of Public Public utilities need to be shifted as per Concemed Departments /PIU of
Utilities the Utility Shifting Plan OWD
Environment & Submission of Proposals and follow up PIU of OWD, OWD
Forest Clearances in OSPCB, Department of Forest, OSPCB (SEIAA),
Government of Orissa and MOEF
CCF Nodal Cell under FC Act.
1980 /
Joint survey and Verification Forest
Land by PIU of OWD, Revenue Department of Forest and Willife,
Department & Forest Department of GoO I
Govt. of Orissa. MoEF, GOI
District Collector for identification
of equivalent non-forest land
within the district to raise
compensatory afforestation and
preparation of afforestation scheme
by concerned forest division
having jurisdiction over the
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identified area.
Roadside tree Joint enumeration of trees coming Local Range staff of forest
cutting and within the RoW and diversions within department, PrU of OWD
plantation reserved, protected forest areas and /Revenue department (Tahesildar),
protected areas. DPR Consultant as per the
proposed RoW with reference to
propose centre line specific to the
corridor development.
Prepare action plan for tree felling Contractor/PIU of OWD /local
representative of OFDC ltd. in
consultation with the Forest
Department /DFO after Stage-II
clearance is received from MoEF
under FC Act. 1980
Preparation of list of trees to be PIU of OWD, Local Forest
retained including green tunnels, giant Division, OFDC ltd. and Local
trees religious trees and land mark self-Govt. representative.
trees.
Prepare action plan for re-location /site DPR Consultant /PIU of OWD
enhancement and avenue plantation /Contractor
measures
Budget allocation PIU and OWD Govt. of Orissa.
Implementation SC of PIU of OWD, Forest
Department and Contractor
Borrow pits and Selection of borrow area and quarries DPR Consultant /PIU of OWD /SC
quarry sites
Approval of borrows areas and quarry Contractor /PIU of OWD /OWD
sites by Revenue department and /Revenue administration of district
directorate of mines. and Directorate of mines Govt. of
Orissa.
All quarries and borrow pits should
avoid its locations within reserved Approval from SEIAA, SPCB
forest, protected areas, movement Orissa, PIU of OWD, Contractor
corridor of wildlife and selected at least and Department of Mines
I km away from such boundaries
Firm up contract with Department of
Mines, GoO for obtaining the quarry
material
Identification of site Select and finalize the sites for storage Contractor/Local bodies/Labour
for storage and facility and workers camp. department for ensuring
construction camp Camp sites should be far away from the compliance with labour laws for
boundaries of forests and wildlife amenities, SC of PIU of OWD and
movementae corroress and wellasDistrict level representative of
movement corridors as well as OPB/EA SIAo rsa
protected areas (more than Ikm) OSPCB /SEIAC /SEIAA of Orissa.
Sewerage and solid 0) Proper sanitation facilities at the Contractor /SC of PrU /Labour
waste disposal construction workers camp Department /Health Department
0 Collection of domestic waste and its /District level authority of OSPCB.
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suitable disposal
Identification of site Location should be away from DPR Consultant /PIU of OWD
for Hot mix and habitation, educational institutions and /Contractor /Local bodies /SEIAA
Asphalt mixing hospital etc. at least 500 meters away /Labour department for ensuring
plant from habitations and protected areas compliance with labour laws for
besides reserved and protected forests. amenities /SC of OWD
Traffic management 0) Secure assistance from local police Contractor/PmU of OWD /OWD
for traffic control during the /Department of Home GoO
construction /District level Revenue and Police
0D Safety measures shall also be administration.
undertaken by installing road signs
and markings for safe and smooth
movement of traffic
2.4 CONSTRUCTION PERIOD:
During construction work of the project, several activities as mentioned in the Table -
14 needs to be under taken.
Table- 14
Action Plan for construction period
Responsible
Project related issues Action to be taken supervising
organization/authority
Relocation /replacement There is need for replacement of CPRs like PIU of OWD and their
/compensation of fully temples, mandaps, community hall, school SC, OWD in association
/partially acquired CPRs building and boundaries, hospitals, colleges, with local officials of
and mitigation measures gram panchayat market places etc. Also, there is education, health
for partially affected need for mitigation measures in case of department, Tahesildar,
CPRs sensitive receptors in shape of CPRs for PRIs, affected
adversely impacted (Details in Chapter VIII departmental authorities
Section 8.6 of EIA report and Tables 5 to 20 and Community
of EMAP) dependant on the CPRs.
Avenue Plantation & Avenue plantation in vacant land of RoW and PIU of OWD and SC
Compensatory compensatory afforestation and site /OWD, Forest
Afforestation enhancement plantation for wildlife under pass, Department, Revenue
bio-engineering erosion prevention measures, Department, Religious
soil and water conservation areas and relocation endowments, Local
of young trees within the corridor of community and PRIs.
development
Details in Biodiversity Assessment &
Management Plan
Rehabilitation of borrow Details given in Chapter VIII, section 8.6 of Contractor and SC of
and quarry sites EIA Report PIU of OWD, OWD and
Local community /PRIs
/Forest and Wildlife
Organization
Noise Pollution c;e Construction activities strictly prohibited Contractor / SC of PIU
between 10.00 PM to 6.00 AM near /OWD /EIAA /OSPCB
habitation /Directorate of Factories
Consultancy Service for Feasibility Study and Detailed 77
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
Ca Construction activities strictly prohibited and boilers
between 6.00 PM to 6.00 AM near reserve
forests and protected areas, wildlife
movement corridors
cS Provision of ear plugs to workers exposed
to high noise levels
c;e Noise barriers have been suggested
sensitive receptors (Table 8 of
Environment Management Action Plan)
cQ Use of modem machineries with low noise
generation capacity and sound suppression
mountings.
cQ Maintenance of equipment in good
condition, proper lubrication & tuning with
innovative design of engine enclosures and
mufflers
c( Rock blasting (if any) will be carried out
using small charges or using rock blasting
machinery.
Air Pollution c- Vehicles carrying construction material Contractor/Orissa State
shall be covered to avoid spilling Pollution Control
c; Hot mixing plant shall be located I km Board/PIU /SC /OWD
away from residential neighborhood, forest /Environment
and protected areas as well as 300m away monitoring committee.
from the road
c; Mixing equipment shall be sealed and
equipped with dust removal device
cQ Water sprinkling in morning and evening
hours at the construction yard and the
unpaved sections of the road
cm Roads free from roadside habitations will
be used for transportation of construction
materials from borrow/quarry areas to
construction sites to the extent possible.
c- Construction material, machinery and
equipment will be maintained in a good
working condition and shall be handled
with due precaution only by trained
professionals.
c3 Workers will be provided with dust filter
face masks to prevent inhalation of
particulate matter as well as toxic fumes at
strategic locations, where hazardous
materials are handled.
cQ Mist spray shall be applied at all dust
generation points of activity besides
encapsulation of the area of activity to
prevent spread of reparable particulate
matter (RPM) and suspended particulate
matter (SPM).
C( Water shall be sprayed at the road
diversion surfaces, excavation sites, lime
Consultancy Service for Feasibility Study and Detailed 78
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and earth mixing sites, asphalt mixing sites,
fly ash / bottom ash application areas
crusher sites, stockpiling of top soil, GSB,
murrom, excavated road surfacing and in
sub-base laying etc.
CQ Incineration of toxic wastes generated at
camp sites, garages and maintenance unit
shall not be carried out in the close
proximity of habitation and wildlife habitat
and protected areas.
cQ Regular monitoring of ambient air quality
at identified locations to be recorded
invariably for managing the level of
pollution and providing timely control
measures.
Water Quality cs Construction of adequate cross drainage Contractor/ SC of PIU
(CD) structures with adequate discharge /OWD /Orissa State
capacity Pollution Control Board
cR During reconstruction diversion is required
to aid uninterrupted movement of water
flow
C;e Retaining wall will be
constructed in case of ponds affected
by the extended RoW to prevent water
pollution and shrinkage of water
holding capacity.
cza Proper disposal of water and
other liquid wastes arising from
construction sites by impounding such
effluents into a collection pits for
gradual seepage into the local ground
water recharge, if such effluents are
non toxic in nature.
ce Stream courses and drains will be
kept free from dumping of solid wastes
and excavated earth and sludge.
c; Construction materials
containing fine particles like lime
stones, lime, cement, fine aggregates
etc. will be stored in enclosures away
from water bodies on high land to
ensure that any run off from such
locations does not sediment laden
water does not drain into nearby water
courses.
C;e Prevent the wastewater generated
from camp sites sewage system and
camp sites, and those produce in
construction camps from entering
directly into the water bodies by
channeling such liquid into cemented
Consultancy Service for Feasibility Study and Detailed 79
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
scientifically constructed soak pits
located at least more than 1OOmtr from
nearest water sources.
car Garages, service stations and
equipment maintenance should be so
located and provided with side drains
that any liquid wastes generated at
these points does not enter directly into
any aquifer or local water source or
abandoned well /bore well /pond and
such drainage systems are connected to
sludge, sediment and grease and oil
filter systems installed at such stations
with soak pits for seepage of surplus
water.
OR Vehicle maintenance and
refueling will be confined to areas in
construction camps designed to contain
spilled lubricants and fuel.
OR Waste petroleum products must be
collected in containers and disposed of
through auction for recovery and recycling
at appropriate treatment plans as per Gol
regulations.
oa No garbage sludge, lubricants, fuel,
sewerage, contaminated waste water to be
released in the open that may affect the run
off into local water sources or wildlife and
domestic cattle grazing and feeding
habitats.
Impact on Biological c> Avenue plantation programme in and Contractor /Forest
Environment around forest areas, protected areas, Department /SC of PIU
biosphere reserves, inter tidal drainage of OWD /OWD /Local
system and Compensatory afforestation district law enforcing
programme authorities /NGOs and
. C o o wildlife conservation
Construction of wildlife /Forest protection unit at
underpasses and development of village level.
approaches to such under passes by
camouflage planting, provision of trap
drains with viaduct connectivity
barricading, use of optical reflector on
either side of the carriageway has been
formulated for wildlife movement
location to reduce the impact of project
on faunal population.
c;e Felling of avenue trees and
cutting down of forest including under
growth at road expansion /by pass
/road intersection /culvert and bridge
construction sites /diversion roads
should take care to prevent cutting
down of green tunnels, giant healthy
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trees, young avenues and avenue plant
on either side of the road at areas prone
to whirl winds and cyclone.
aQ At least one side of the green
tunnels avenue plantations, giant trees,
young avenue plants to be retained
intact for facilitating the nesting,
parching, hunting and vintage
observation point of aviary fauna along
with resting and breeding habitat of
rodents, reptiles and amphibians
besides protecting the fruit bearing
trees used by wildlife and human being
alike.
c;e Habitat development and
ecological improvement activity such
as , plantation in eroded and degraded
areas, soil conservation and water
conservation measures with gully
plugging, check damming and
vegetative seed showing for bio-
engineering stabilization of slopes to
be taken up in an around barren,
landscapes, degraded forest, protected
areas and drainage basins to
compensate for the loss of biodiversity
along the corridor on account of road
improvement.
c;e The mass immunization of
domestic cattle up to 5km aerial
distance on either side of the corridor
to be taken up in association with the
local animal husbandry and forest
authorities to prevent spread and
communicable diseases.
c;e Development of salt licks,
additional water holes, temporary
makeshift ponds to reduce distress to
wildlife on account of split in the
corridor due to road construction
activity making it difficult to approach
the natural water and salt licks
previously available on interrupted
across the corridor.
c;e To reduce the man animal
conflict by providing wildlife
underpasses at forested locations with
barricades at other places and
supplying know how the villagers for
changing over to different crop
pattems other than wildlife friendly
agriculture and horticulture crops, so as
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Project Preparation for Proposed Orissa State Road Project 81
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to prevent wanton destruction and
consumption of such cash crops by
elephants , wild boars, dears and bears
etc.
c;e Silt fencing at all excavation and
embankment locations to prevent
erosion and resultant silting up of
water bodies, wet lands, drainage
channels during and after construction.
c;e Relocation of young avenue trees
and naturally occurring shrubs, bushes
and grass clumps with in the RoW at
eroded and degraded sites, along the
river, stream, ponds and water bodies
to reduce the loss of diverse vegetation
and period of growth.
c;s Prevention of collecting
specimens, hunting, snaring, shooting,
mining, fishing, positioning and
burning fire in an around wildlife
movement corridors, protected and
reserved forest, protected areas,
wildlife under passes.
cze Fixation of signage appealing to
the public for preventing fire, hunting,
snaring, encroaching, smuggling and
avoiding obstruction of natural water
courses, avoiding confrontation with
wildlife near underpasses and
protecting biodiversity.
c;% Strengthening the check gate,
mobile patrol units on SH to prevent
antisocial and smuggling activities.
Occupation Health and 0 Workers shall be equipped with proper Contractor/Labour
Safety safety gears like helmets, gloves and gum Department
boots, ear plugs, dust filter masks
0: Periodic health checkup of construction
workers
0 Use of safety devices overhead and below to
prevent accidental fall and fall of debris
Basic amenities and 0: Engagement of local laborers Contractor / Department
sanitation facilities for ) Adequate residential and sanitary facilities of Labour / Department
shall be provided in place of shanties for
camping laborers under safe and non toxic
environment to the workers to avoid health
related problems
0 Periodic health check up will be done
0 Potable safe drinking water and eating area
shall be provided at camp site.
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Fuel for laborers 0: Adequate supply of fuel shall Contractor/ SC of PIU
(Kerosene/Gas) be supplied to the laborers of OWD /OFDC ltd.
in order to prevent felling of road side tree /Forest Department
growth or pilferage felled materials along
the corridor or forest growth from nearby
forests to meet their cooking needs.
O) No labour camps or labour groups should be
allowed to congregate and collect fuel wood
from the forest floor or illegal fire wood
sales centres. In case of need for fire wood
the OFDC may be contacted for sale of fire
wood to labour camps out of the trees fell
along the corridor.
Prevention of erosion 0) Stabilizing the embankment with Contractor SC of PIU
and scouring appropriate technique immediately after of OWD, Site Engineer
embankment formation. of OWD
O Treating high embankment slopes with stone
pitching and or bio-engineering stabilizers
such as grass shods, coir mat mulch, coir
fiber mat mulching, sowing and planting of
grass and herbal seeds/seedlings /slips to
stabilize and prevent erosion.
0D Construction of drain all along the road on
both sides to slow down the silt load
directing affecting the surrounding
agricultural fields and drainage basins.
(O Avoiding obstruction of existing drainage
during filling
OD Maintaining the desired slope of the
embankment as per IRC specification for
different heights of the embankment.
(D Providing a masonry abutment wall at the
base of the slope to prevent scouring during
surface run off and flow of flood waters
along the drainage system on either side of
the road.
0 Providing storm water drain on high
embankments at regular intervals with
maintenance of the desired slope in the stone
pitching to drain the rain water properly.
) Gully plugging, check damming and
provision of spurs of vegetative, random
stone packing, wire mesh gabions, grass,
shrubs and tree planting on the banks of
drainage channels and base of the
embankment to stabilize the banks and
embankmnent.
(Details in Section 8.4, Chapter VIII of EIA
report)
Drainage system 0D Providing adequate drainage structure with Contractor/ SC of PIU
sufficient vantage equivalent to the openings of OWD /Site Engineer
affected by flood water prior to
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Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
improvement of the road.
OD Construction of drains along the road on
both the sides to facilitate quick drainage of
the rain water through culvert and bridges.
O: Avoiding dumping of sludge, excavated
earth, debris demolition wastes, uprooted
tree stumps, lops and tops of felled trees,
shrubs, brush wood, weeds and grasses in
the water course.
(Details in Section 8.4, Chapter VIII of EIA
report)
Solid Waste ca Topsoil will be used for filling borrow Contractor/ SC of the
Management areas for productive usages, embankment OWD, SPCB /Local
slopes for turfing, medians, spur road PRIs
junctions, utility centres, site enhancement
along temples, schools, colleges, hospitals,
burial ground and recreation centres.
cz Scrapped Bitumen waste generated will be
used for paving the utility and recreation
centres with addition of extra bitumen
material for paving the paths.
m- Further surplus of bitumen wastes may be
used to stabilize the eroded slopes adjacent
to the corridor where stone are not readily
available to keep down the cost of
providing check dams.
c; Garbage should be collected in containers
for carriage to disposal sites identified in
consultation with the environment expert of
SC and local statutory authority.
c: Sewerage and effluents from camping areas
which are biodegradable should be filled
into borrow pits to convert them into
utilizable compost to be used in plantation
sites.
cs Sewerage to be digested at the camp site
providing for septic tank units.
c; All recyclable garbages like empty metal
container PVC pipes, rubber and poly
urethane foam, damage and discarded auto
mobile spares, tubes, tires, belts, filters,
packaging materials to be shorted out and
retained separately for disposal by public
auction.
c; All paper and paper products, gunny bags,
hessian, HDPE bags, strips and scraps of
metal are to be stored separately and
periodically disposed up to rag collector in
bulk through auction.
c;- All use less timber not fit for reuse and
scaffolding inflammable splinters of wood
to be used as firewood at camping sites to
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reduce the disposal of such materials.
Table- 15
Mitigation measures suggested for ponds, tanks & water bodies
Bhadrak - Chandbali Bhadrak - Anandapur
Mitigation measures
No. Length in mtrs No. Length in mtrs
Toe wall 83 6260 mtr 19 866.4
Bathing ghat 1 3 1 3
Spillway /sluice gate 1 2 1 2
Embankment planting
for site enhancement 30 150 30 150
Table- 16
Mitigation measures suggested for drinking water sources (Tube well, Open Well & Water taps)
Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Replacement 40 45
Site Enhancement 40 45
Detail design for site enhancement with provision of tree planting cemented platform, drainage
channel with soak pit as per drawing no. OSRP/CEG/SH/ENV/OZ
Table -17
Mitigation measures suggested for waiting rooms at bus stops
Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Replacement 26 21
Repairing & Renovation
Replacement to be as per Drawing No. OSRP ICEG /SH/ENV/02
Table- 18
Mitigation measures suggested for School, Colleges, Hostels & Hospitals (Sensitive Receptors of
Noise and Air pollution)
Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Construction of Boundary wall cum 6 6
Noise barrier
Construction of Alternate approach 4 4
Construction of Interception wall 4
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Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Preventing Direct entry
Vegetative Screens as Dust Filters 6 6
Site Enhancement with Tree planting 6 6
for secondary Dust & Noise Barrier
NB: Figures are not additive as in each CPR more than one mitigation measure has been suggested
There may be further requirement of additional boundary wall with dust & noise filter barriers at
locations depending on the new construction of fully /partially affected sensitive receptors in the close
proximity of the developed corridor for which the site engineer, the supervision consultant,
environment expert and the contractor will ensure adequate provision.
Table- 19
Mitigation measures suggested for Religious structures & Shrines
Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Compensation for construction of new 18
temple & shifting of puja pandals
Construction of boundary wall of
partially affected, temple building and 6 10
boundary walls other than the main
temple
Change of approach to entry points at 6 10
places of worship
Site Enhancement Measures for 6 10
aesthetic appeal
Protection of Religious Trees 2
NB: Figures are not additive as in each CPR more than one mitigation measure has been suggested (Detailed
list presented in Table - 2 (A&B))
Table - 20
Mitigation measures suggested for Burial Grounds / Kabaristan/ Crematoriums
Mitigation measures Bhadrak - Chandbali Bhadrak - Anandapur
Construction of Boundary wall
Replacement by land alienations*
No Mitigation measure
Replacement of equivalent land for burial ground Icremation ground shall be the
responsibility of district administration as due compensation for the Govt. land acquired will
be deposited in the treasury. The PIU has no responsibility for identif cation or setting up of
any burial ground what so ever.
2.5 OPERATION PERIOD:
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During operation period of the project, several activities as mentioned below needs to
be taken up.
Table - 21
Action Plan for operation period
Project Action to be taken Responsible Supervising
related issues Organization/Authority
cs No advertisement/hoarding shall be
allowed within the right of way limits of
the project road.
cQ The OWD shall come up with specific ant
encroachment policy for the developed
corridor to prevent and evacuate
encroachers from its land through the help
local police and revenue administration as
and when necessary.
mQ Power, water supply, sanitary connections
and registration of commercial activities
by civic bodies and distributing
departments /agencies be intimated not to
provide above fallibilities to encroachers,
squatters and illegal settlers on OWD land. Connected departments
c;e Such organizations may be prosecuted for /Agencies /Corporations /Public
Treatment of providing connections and registration to health authority /rural & urban
landscape & such unauthorized structures in the court water supply departments/
Aesthetics of law will prevent operation of such Contractor /SC and
activity. Environmental specialist /PIU of
OWD,and Local Self Governing
cQ No temples, status, mandaps, shrines, puja institutions.
pandales be allowed to come up on the
RoW and section 144 of IPC may be
promulgated by the district /sub divisional
/Tahesil level officials on written request
from the OWD to prevent progress of
construction on such sites while steps for
dismantling such construction is sought for
from the competent authority.
ca Simultaneous relocation of demolished
passenger centres at bus stops, has to be
taken up to prevent distress to the
commuters and passengers.
cQ All community toilets coming within the
RoW for demolition will be relocated and
constructed before the same are removed
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from the RoW.
cm Relocation of all the bore wells and stand
points beyond the RoW with platforms and
drainage channel leading to soak pits to be
completed before demolition of existing
structures within the RoW.
cm The utilizable portion of bore wells
(fittings) be salvaged and reused at new
locations.
ce The dismantle bore wells, wells and tap
points to be properly packed and sealed, so
that no external water or pollutants enters
into such openings that may pollute the
entire aquifer of the locality as discussed
earlier.
cs All drainage channels, sewage lines,
natural water flow zones if found to be
under impact and within RoW the same
are to be properly and systematically
reoriented, so as to provide the
uninterrupted flow beyond the
construction activity through the
connected departments /agencies.
c- All utilities such as power transmission
lines, electric sub-stations, transformers,
switch yards, lift irrigation points /pump
house, optical fiber cable lines, cable TV
and under ground pipe lines if any left on
the RoW the removed before
commencement of work at the specific
sites on priority.
OD Monitor periodically the AAQ at pre-
designated locations and additional location
s as would by suggested by the SC.
C Developing road side vegetation razing
vegetative climbing shrubs, and climbers
on screen wall provided at noise and
emission control barrier in front of sensitive
receptor beyond the RoW in close
proximately.
OD Plantation of thrown bamboo rhizomes on Contractor in consultation with
the periphery of RoW as slope protection, Orissa State Pollution Control
Air Quality erosion prevention cum noise and dust Board with Environment Expert
barrier other than residential /commercial of SC and PIU of OWD
locations.
0D Enforcing different dust and emission
measures as per IRC guidelines as
described in the four going pars to reduced
the intensity of such emissions.
0D Preventing parking and idling of vehicles
close to the commercial and residential by
passenger vehicle during construction
activity to minimize high emission level
through proper signage and road awareness
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campaign along the corridor.
O Maintenance of the feeder road
connectivity and residential area
connectivity with proper diversions and
sprinkling of water on diversions to reduce
the RPM & SPM.
OD Maintain the traffic diversion signage and
barriers properly with optical reflectors to
prevent accidental flow of traffic in to
excavated areas,
O Maintain safe distance as per the drawing
on traffic arrangements at and near road
excavation, formation and excavated
foundation sites, tree felling and ongoing
utility shifting areas along the diversion
path.
0: Speed limit and single lane movement areas
Road safety speed limit to be controlled on traffic Contractor /SC /Local Police
and traffic diversions and road under excavation areas /Site Engineer of PIU /OWD
management with flagmen on duty.
O) Adequate number of signage defeating for
the spot provided for out of SP I to SP-45
may be scrupulously deployed besides
raising of cross bunds to prevent traffic
flow near foundation and excavation sites
with clear visibility.
0D Regular maintenance of physical assets
created under traffic safety measures.
OD Position of traffic lights electrically
operated through kerosene lamps.
O Periodic monitoring of ambient noise levels
at pre-designated location and additional
locations as suggested by the SC.
oD Erecting sign boards at sensitive and
residential locations, prohibiting the use of
air horns
0D Temporary noise reduction barriers at
operational sites with noise equipment and
machineries through encapsulation of the Contractor /SC of PIU of OWD
Noise level zone on either side by agro-net or hessian /SEIAA Directives /SPCB
covering. Maintenance of road side /CPCB Guidelines /Resident
plantation to prevent the noise level Engineer
0D Maintenance of approach and exist points
near the location of Junctions, bus bays,
wayside market places and sensitive
receptor points to prevent unusual
acceleration of engines to negotiate such
sites.
OD Stoppage of work at night near /within
forest areas and protected areas.
Biological ce Retains ion of the existing growth beyond Contractor /OFDC /Forest
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environment the RoW at the time of construction by I Department /SC of PIU /OWD
preventing unnecessary dumping of road
construction equipment and materials at
such sites.
mQ Preventing scrapping up of all vegetation
at camp site storage go downs and quarry
areas which may not require removal.
c; Relocating all young below 30cm girth at
BH trees, shrubs and bushes as well as
grass clumps suitably along the banks of
water bodies and drainage channels to
prevent loss of vegetative cover.
cm Prevent felling of nesting trees along the
corridor to the extent possible so as to
help reproduction of wildlife.
ca Prevent blockage of water flow and
release of toxic wastes into water bodies
and drainage systems during construction
that may adversely impact the aquatic life
locally and down stream besides affecting
the eco flow and livelihood occupation of
shoreline stake holder.
cQ Regulating felling of trees in such manner
so as not to damage or destroy the trees to
be retained along the corridor.
c;x Prepare road side central nursery to raise
bud grafting, cleft grafting, rooting of off
sets of rare and indigenous /exotic species
available along the corridor those are
under threat of extinction to be replicated
and planted along the corridor for
preserving biodiversity.
cm Prevent drying up of water bodies for
construction of retaining walls, ghats,
spillways etc., which is likely to kill the
variety of aquatic life within.
ca The tree felling should be carried out in
nesting localities after mid April to
facilitate the new generations fly out of
the nests.
c In inter tidal zones and coastal flood
plains careful handling of road
construction materials, excavated earth,
demolition wastes, stockpiling, preventing
erosion and silting for continuance of the
inflow and outflow as was prevail ant
before construction.
caQ Removing the hollow, rotten and
dismembered, giant old trees from the
vicinity of RoW if necessary.
cQ Fire safety measures in an around forest
localities and habitations to preserve and
protect the biodiversity.
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cA Sequencing of construction activity for
wildlife underpasses in the manner as
suggested in the biodiversity action plan
Chapter -VII to prevent distress of
wildlife.
c; Provide temporary water storage ponds on
either side of the wildlife underpass of
construction site to along availability of
water for the distressed wildlife and
domestic cattle.
瓺 Emergency out fit as stand by arrangement
to rescue and salvage hazardous chemicals
and road construction materials spilled over
at work sites or diversion paths.
OD Prevention of erosion from embankments, Contractor /Environment Expert
stockpiles, garbage dumps, sewerage and SC /Guidelines for use of
dumps, release of spelled, grease, oil, hazardous materials as specified
Soil lubricants, detergents, acids, salt and heavy by the Manufacturer /SPCB and
contamination metal contaminated effluents to the ground CPCB Directives /PIU of OWD
and adjacent agricultural fields and Local Pollution Monitoring
/pasturelands /forest areas. Agencies
OD Silt fencing and soil stabilization at slopes
of top soil dumps, controlled use of lime
/fly ash /cements slurry /bitumen PC and
tag coat etc. release of lead based chemical
and paints and solvents on ground.
C Plantation shall be undertaken beyond the
RoW on barren Govt. land affected soil
erosion, degradation of forest growth,
enhancement of sites near water bodies
embankment, temples, market places, burial
ground, religious gathering sites, periphery
of natural out crops of boulders, wildlife
movement corridors connected to propose
wildlife underpasses, vegetative
stabilization of drainage channels up hill,
noise and dust barrier locations and
approach roads on either side of feeder
road, river bank to encourage and uplift Contractor /PIU of OWD /Forest
Maintenance vegetative cover through model plantation Department /Self help Groups
of road side activities. /NGOs connected with the
plantations ?Employment of local people for the activity /SC of PIU /Resident
maintenance of plantation along the Engineer
corridor.
OD Raise trees of utility for birds, rodents,
human beings on the surplus RoW beyond
the pavement and drainage channels
through the local self help groups with
arrangements for providing usufructs
benefits and continual maintenance in lieu
thereof.
(O Late wintering and summer watering
through local laborers between early March
up to mid June at weekly interval.
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cw Uprooted tree stumps roots and vegetative
growth other than trees to be used as fire
wood by the labour force or some of the
uprooted stumps developed into road side
site enhancement materials and resting
palaces by suitable placement of such huge
stumps properly painted and placed near
ponds, temple on the side road junction,
bus stops etc.
oe All excavated and chiseled out boulders,
rocks which are not fit for use in road
constructions or stone pitching may be
used beyond the RoW as resting areas
after proper coloring and placement at
feeder road junctions, wildlife underpass
areas to provide camouflage cover. Here
stumps can also be and on salable logs can
be arranged properly to cover movement
of small animals, reptiles, rodents and
nesting facility.
cQ The bituminous solid wastes to be used for
Solid Waste stabilizing the nala beds on the uphill and Contractor /SC /Resident
Management downhill near vegetative and random Engineer of PrU /OWD
rubble check dams as soil stabilizer.
oR All surplus solid wastes like glass, empty
container, scrap iron and un utilized spare
parts, hose pipe, excavated and demolition
wastes to be recycled where ready market
is available for its disposal, especially
rubber goods, PVC, glass, plastic and
metal are to be recycled without being
thrown away aimlessly.
cQ The empty container like bitumen drums,
lime, carbide, mobile and grease
containers, gunny bags, cement bags,
rubber tyres as traffic control devices on
the side of the diversion and a excavation
besides beautification of truck and bus lay
bye, tool plaza, forest check gates areas
along the road with apes and monkeys, on
wildlife movement corridors and as silt
fencing after filling up of with sand and
boulder or excavated soil debris to act as
solid barricade.
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CHAPTER III
IMPLEMENTATION MECHANISM
3 INSTITUTIONAL ARRANGEMENT:
The main function of the OWD is to maintain, improve and develop Orissa's State
Highways, major district roads and 'other' district roads in the state. Planned Schemes
include road and bridge construction projects such as municipal roads, rural roads and
bridges, projects funded by Rural Infrastructure Development Fund of the National
Bank for Agriculture and Rural Development (NABARD), Central Road Fund (CRF).
3.1 RESPONSIBILITIES OF OWD:
* Construction, repair and maintenance of all buildings, roads, bridges and other
related structures financed from the state and capital budget allocations in Orissa.
* Execution of original, renewal and repair works on the National Highway
financed through MOST after levying agency charges at the rates agreed between
GOO and the GOI.
* Construction of buildings, roads and bridges as relief works in the event of floods,
cyclones or other natural disasters.
* Ensuring that no encroachment or structure, whether temporary or permanent is
erected on the land and property under the control of OWD. It is also responsible
for removal of such encroachments as per prevailing acts and rules.
* Maintaining a register of land, buildings and properties belonging to the GOO
under the administration of OWD.
An Engineer-in-Chief (EIC) -cum - Secretary who reports to the Minister of Works
heads OWD. As "Engineer-in-Chief' this position holds technical responsibility for
OWD and as "Secretary" exercises administrative control over OWD.
There are seven CEs who report to the EIC - cum - Secretary and each is responsible
for a different functional unit called a Wing. For administrative purposes each Wing is
divided into Circles that are headed by Superintending Engineers. Each Circle in turn
is divided into a number of Divisions that are headed by an Executive Engineer (EE).
The Head Office is responsible for overall coordination and monitoring activities,
while execution of works is carried out by the EE at Divisional level.
Awareness on environmental and social issues of road management and construction
and of the methods for undertaking environmental impact assessments and analyses is
an essential part of the road infrastructure planning and development. Currently
OWD does not have in-house expertise in this area.
OWD can do this by contracting in services, but it should have the necessary
resources within its organization to audit and advise on environmental and social
studies undertaken on its behalf by private or public sector contractors.
Keeping this in view, it is suggested that the PIU of OWD need to have an
Environment Management Unit (EMU) to look after and supervise the environmental
issues of present road improvement work of OSRP. Gradually, this Unit will look
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after the environmental issues of all the activities of OWD. The objectives of EMU
are to
* Ensure that the EMAP recommendations are implemented effectively.
* Obtain all environmental clearances/approvals required from the various statutory
authorities.
* Develop and strengthen OWD's environmental capabilities in highway design and
maintenance.
Table - 22
Structure for the proposed EMU
SN Incumbent Nos. Responsibility Minimum Educational
No IQualification & Experience
I Environment I In charge of EMU of OSRP MSc in Environment Science and
Officer 5 years experience
Supervise the Environment
Monitoring programme
Research suggested in EMAP and BSc. in envlronment science
2 Assistants supervise the Contractors /botany /Zoology /Forestry and 2
activities from Environment
aspect
3 Office Assistant I Office work Graduation with Computer
Knowledge
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Environmental Mana2ement Framework
Orissa Works Department (OWD)
Regulatory
Agencies 4... OWD, OSRP - EMU
(SPCB,SEIAA, DoEF, MoEF, F
CPCB etc)
Environmental Vision
Environmental Strategies
I Supervision
C Consultant
| i Contractor|
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3.2 CAPACITY BUILDING:
The Environmental Management Unit (EMU), in addition to implementing and
monitoring different environmental attributes, shall also be actively involved in
organizing training and raising environmental awareness level of contractors, field
level engineers of OWD and the construction staff so as to enable them to take
environmental aspects into consideration as and when required. Initially, environment
experts may be hired to provide training, but in the long term, the EMU can impart
additional and specialized training in the Environmental Management of the road
system.
3.3 ENVIRONMENTAL MANAGEMENT MONITORING PROGRAM (EMMP)
Environmental Management Monitoring Program (EMMP) has been developed to
provide information about key environmental aspects of the project, particularly the
environmental impacts of the project and the effectiveness of mitigation measures and
to meet the legal responsibilities. This information would enable the OWD and the
World Bank to evaluate the success of the mitigation measures incorporated in the
project as per the Environmental Management Action Plan (EMAP) and will allow
corrective actions to be undertaken when needed. EMAP will help in prescribing
monitoring requirements to ensure the effectiveness of environmental
safeguards/mitigation measures during the construction period and post construction
activities in the long term.
Monitoring will be done at two levels
c; Monitoring of the components of environment
cQ Supervision & Monitoring of implementation of EMAP
3.3.1 Monitoring of Various Components
As suggested in the EMAP, environment parameters will be monitored as per the
details presented in Table - 23.
Table - 23
Monitoring of environment components during Construction and
Operation Phase
Parameters Location Duration Frequency
Air Oualitv: Thirteen locations where 24 hours continuous Once in a season or
SPM, RPM, NOx, So2, baseline monitoring was sampling thrice in a year
and CO carried out
Noise Level: Thirteen locations where 24 hours Once in a season or
Leq (day) and baseline monitoring was continuously thrice in a year
Leq (night) carried out
Soil Oualitv: Thirteen samples where Once in a season or
Lead, oil and grease baseline monitoring was Sampling thrice in a year
Lead,oil nd gease carried out
Water Oualitv: Nineteen samples where Once in a season or
For different physical, baseline monitoring was Sampling thrice in a year
chemical and biological carried out
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parameter
The agency conducting the monitoring will submit its report to EMU. EMU shall keep
a record of all information and shall suggest suitable measures to be adopted by
Contracting Company if any aspect is found to be deviating from the anticipated
values/standards. Monitoring shall be carried out during construction and operation
phase.
In cases of specific requirement as would be desired by the statutory authority on
account of extraneous reasons additional studies at specific locations may be under
taken, evaluated and recorded for future reference.
3.3.2 Supervision & Monitoring of Implementation Activity on EMP (Contractor's
Self Audit)
The Contractor will be responsible for conducting its activities in accordance with the
contract documents and the EMAP, and for undertaking self-assessment audits to
determine such compliance.
Self assessment audits should be conducted by the Contractor at regular intervals and
should include monitoring of the following factors:
* Air Quality
- Dust impacts (Direct observation and indirect assessment by checking of
surrounding vegetation for dust layer)
- Exhaust emissions from vehicles and machinery
- Availability of tankers carrying waters with sprinkling, mist spray equipments
deployed in the field of activity.
. Landscaping
- Site enhancement at strategic locations of water body, historical, cultural and
religious nature.
- Comments regarding implementation of landscaping requirements.
* Management of erosion and sedimentation
- Protection of soil stockpiles
- Rehabilitation of degraded embankment and cut slopes together with ditches
and borrow area.
- Available capacity and effectiveness of sediment collection devices
- Water quality discharge from waters harvesting structures and watercourses
impacted by construction activity.
- Water quality of receiving waters
- Storage capacity of ponds, irrigation tanks and water harvesting structures
with suitable provision for discharge of surplus water to safe guards the road
embankment etc.
- Any other factor as mentioned in contract specification
. Noise
- Acceptability of noise emissions
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- Deferred working hours to reduce the impact.
* Flora and Fauna
- Scheduling of construction activity so as to provide escape and movement
corridor for wildlife.
- Avoiding disturbance to areas outside construction zone
- Proper implementation of wildlife underpass construction design with signage
and corridor plantation for movement.
- Discipline the work force and prevent illicit felling, logging, collection of fire
wood and specimens from the forest and protected areas obstruction to
wildlife migration routes, poaching /hunting /snaring /fishing /baiting wildlife,
trading and collection of wildlife trophy and body parts.
* Archaeology
- Archaeological sites/material detected
* Water Pollution
- Effectiveness of safeguards taken for maintaining water quality standards.
- Functioning and effectiveness of sewage treatments, oil and grease trap, and
solid waste management measures in construction camps and construction
sites.
* Public Utility
- Effective relocation of public utilities replaced from the RoW to reduce
distress through stop gap arrangements during shifting the facilities.
- Monitor and ensure proper sealing of potable water sources at abandoned
wells, bore wells, over head tanks, stand posts, for preventing pollution of the
scarce resources together with testing of the water quality and its suitability for
human consumption.
* Statutory Responsibilities
- Compliance with all specific conditions of permits and clearances issued by
the State Govt. and the Gol.
These major self-audits are to identify any further remedial measures or actions
required in compliance with contract specifications and EMAP.
The contractor's capacity to quantitatively monitor the surface water quality,
particularly water sediments/turbidly (by suitable portable test equipment or kits) and
noise is always advantageous, but monitoring will primarily involve ensuring that
actions taken are in accordance with contract specifications and specified mitigation
measures. Some awareness training will be provided to the contractor's personnel by
the Supervision Consultant to ensure this occurs effectively.
* Site Supervision
The strict supervision of road construction activities is required prior to, during and
following construction to ensure that the structures are constructed in accordance with
the approved designs and that environmental impacts are mitigated in accordance with
the EMAP.
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3.4 STANDARD SYSTEM OF SITE INSPECTIONS, REPORTING AND
APPROVAL
The Supervision Consultant shall undertake the following site inspections, in
conjunction with the Contractor where specified, to assist in site planning, to oversee
construction and to certify (where necessary) the completed works and controls for
payment.
3.4.1 Pre-Construction Stage
The Supervision Consultant and Contractor shall undertake two pre-construction
inspections of each corridor and all ancillary sites.
Pre-construction Inspection 1 - the initial inspection shall involve a site review of
1,000 m of the pegged centerline of the alignment and any identified ancillary sites
required by the Contractor. It will serve to:
* Identify site-specific construction or environmental problems;
* Identify borrow pits and quarry sites
* Identify services that are required to be reinstated;
* Identify fill disposal sites;
* Identify sources of rock for slope protection and stone pitching;
* Identity workforce camp sites; and
* Plan the phasing of construction along the project corridor
Prior to this inspection, the Supervision Consultant shall survey and clearly peg the
centerline. During the inspection the Supervision Consultant and Contractor shall
discuss and agree upon the factors listed above, including the services that are to be
reinstated and acceptable.
The Supervision Consultant shall document the type and location of all services that
are to be temporarily reconnected and reinstated by the Contractor, and provide a
copy of this to the Contractor.
Pre-construction Inspection 2 - the second inspection shall occur after the
Supervision Consultant has surveyed and pegged the crest and toe of all banks,
retaining wall sites and drains, and the Contractor has pegged all fill disposal areas
and other ancillary sites. This shall occur along at least 1000 m of the previously
inspected section of alignment.
The Supervision Consultant shall review the sites pegged by the Contractor and
approve them for construction where appropriate, or request the Contractor to re-peg
sites.
Follow-up Inspection - any specific sites that require re-pegging shall be inspected
by the Supervision Consultant and Contractor. The Supervision Consultant shall
approve these sites or request the Contractor to re-peg as necessary.
3.4.2 Construction Stage
The Supervision Consultant shall undertake daily, weekly and monthly supervision
and inspections of road works during the period of construction, and monthly
inspections of ancillary sites during their period of use, as specified below.
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Daily Supervision - the Supervision Consultant shall supervise the following works
under construction each day:
* Vegetation clearance;
* Excavation activities;
* Embankment construction;
* Soil disposal.
* Crushing and aggregate processing
* Asphalt mixing
If any activities are not being undertaken in accordance with the contract or EMAP
conditions, the Contractor shall be verbally requested by the Supervision Consultant
to rectify the situation.
Weekly Inspections - the Supervision Consultant shall undertake weekly inspections,
in conjunction with the Contractor, of all the works inspected during the daily
inspections as well as the following works under construction:
* Gabions and wing wall construction;
* Drains construction;
* Reinstatement of services;
. Blasting;
* Quarries and borrow pits.
* Machinery and vehicles
* Storage of construction and explosive materials
If any activities are not being undertaken in accordance with the Contract conditions
or EMAP, the Supervision Consultant shall document these activities and specify
corrective measures in the Weekly Report. The Supervision Consultant shall provide
a copy of the Weekly Report to the Contractor within 2 days of the inspection for
action.
Note: the inspection of blasting activities will be undertaken when they are occurring.
All drainage works and drain outlet areas will be inspected after each major event of
storm.
Monthly Inspections - the Supervision Consultant shall undertake a monthly
inspection of all ancillary sites in use over the preceding month, as well as any
ancillary site activities currently in progress, at the end of each month in conjunction
with the Contractor.
If any activities are not being undertaken in accordance with the contract conditions
or EMAP, the Supervision Consultant shall document these activities and specify
corrective measures in the Monthly Report. The Supervision Consultant shall provide
a copy of the Monthly Report to the Contractor within 2 days of the inspection for
action.
Pre-monsoon Inspection - the Supervision Consultant shall undertake a pre-monsoon
inspection of road construction sites in conjunction with the Contractor to review
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monsoon drainage controls. This shall be undertaken between 15-25 May or earlier in
case of preponderance of precipitation in this month.
The Supervision Consultant shall specify the locations and types of additional
monsoon drainage controls that are required. The Contractor shall install these
drainage controls by 8 June for review by the Supervision Consultant in the following
Weekly Inspection.
3.5 MONITORING AND SUPERVISION BY EMU:
The Environmental Management Unit (EMU) of the OWD will be responsible for
environmental management monitoring including site inspection following project
hand-over. The EMU shall undertake a 6-monthly inspection of each road formation
and related features over the initial 3 years following completion of road improvement
works. Factors requiring ongoing inspection/visual assessment/monitoring/
compliance checking by the EMU of the OWD during the operational phase of the
project will include the following:
* Landscaping: Ongoing monitoring of landscape treatment as per the EMAP
* Road batters: Cut and fill stability, success of re-vegetation
* Drains and drainage lines: Drain stability, drainage line erosion
. Erosion and sedimentation: Periodic review of rehabilitation areas such as
borrow pits, quarry sites and drainage system to ensure long term stability of
previously disturbed land surfaces and proper maintenance and upkeep of
drainage system
* Ambient noise levels: During project operation, should traffic flows significantly
greater than predicted levels (thereby increasing associated noise levels), noise
measurements should be made at representative locations to confirm compliance
with CPCB's ambient noise standards. Noise mitigation measures may
subsequently be required to be adopted;
. Ambient air quality: Conduct ambient air quality monitoring as per
Environmental Monitoring Program. Should the concentrations of ambient air
quality along the project corridor deteriorate beyond the baseline ambient air
quality, enforce policy decisions such as vehicle emissions standards, phasing out
vehicles older than 15 years, introducing lead free gasoline etc. for bringing down
the emission levels.
* Road safety measures
o Maintenance of wayside amenities, noise barriers created at sensitive receptors of
noise
o Prevention of road side squatter development
o Prevention of dumping up of recyclable and non recyclable wastes generated from
construction activity along the road side.
* Flora: Review the restoration of vegetative cover along rivers, nalas, streams,
water bodies, degraded waste lands and forests, road avenues and wildlife
underpass corridor plantations, site enhancement plantations beyond RoW for
reduction of noise and air pollution as well as soil and water conservation
activities for monitoring progress and corrective actions to be taken as
appropriate, for the habitat development.
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Fauna: Monitoring of the construction wildlife underpasses as per the standard
designs along the development of the movement corridor approaches at culverts
and bridges besides viaduct and trap drains so as to suggest and implement any
modification additions as would be required under expert opinion to suit the field
conditions.
Data should also be compiled regarding mortality rates for other smaller creatures,
which crosses the road for food and water.
The relevant performance indicators are:
* Road batters - no landslides
- No significant rill or sheet erosion;
- Planted vegetation survival greater than 90% after one year.
* Gabions/ wing walls
- no damage to walls from landslides or traffic;
- no significant wall movement/slumpage.
* Drains
- drainage along the road surface no greater than 200 m;
- side drains intact;
- no significant gully erosion/undermining at drain outlets;
- pipe culverts in place.
* Re-vegetation/Plantation - The desired species have been planted as per the
specifications and maintenance schedule. No. of trees survival after 6 months, ISt
year, 1.5 year & 2nd year.
* Erosion and Sedimentation - Periodic review of rehabilitated areas and drainage
systems to ensure long term stability of previously disturbed surfaces and
associated drainage channels.
* Physical environmental attributes such as noise, air and water quality will be
monitored as per the Environmental Monitoring Plan.
The Environmental Monitoring Unit (EMU) following each inspection shall complete
a standard report covering the above features. This report shall be submitted to the
relevant Executive Engineer of the concerned OWD Division and to the OWD within
two weeks of the inspection.
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CHAPTER IV
ROAD SAFETY AND EMERGENCY RESPONSE PLAN
4 ROAD SAFETY
In any road development project, it is essential to incorporate adequate and proper
consideration of road safety aspects into the design with due environmental
precaution to achieve the objectives of road safety. In Orissa there are three agencies
involved in road safety activities:
* OWD for the engineering aspects of roads
* State Transport Authority for registration and licensing
* Police Department for enforcement & traffic control
All necessary clauses related to road safety need to be incorporated into the bidding
documents before the construction work starts. The following sections deal with the
issues regarding road accidents, Emergency Response Plans and important
preventative measures against accidents.
With traffic on Orissa roads continuously increasing, the lack of infrastructure to
manage the traffic together with the practically non-existent provisions for
segregating the different types of vehicles (slow and fast moving/motorized and
animal drawn/two wheelers and four wheelers/bicycles and scooters and motor
cycles) has meant that traffic management is in complete disarray and road safety not
accorded due priority.
The very poor and non-existent signage and substandard traffic control devices and
installations on the road network, which has resulted in extremely chaotic traffic
movements in both urban and rural areas, further compound this. The situation is
further exacerbated by the lax enforcement and lack of road user understanding of
basic road and traffic rules.
The lack of coordination between a numbers of different authorities/agencies involved
in overall traffic management is a further issue. The OWD is responsible for the
improvement and maintenance of the State road network, the Police Department is
responsible for law enforcement and providing traffic lights and signals etc., while the
RTA issues driving licenses, collects registration fees, and other revenues.
The major areas of concern are:
* Encroachment by vendor stalls, commercial and residential structures into
pedestrian and vehicle spaces.
* Traffic hazards such as trees and utility poles near the carriage way and speed
breaker rumble strips and humps exceeding the standard design and uneven
manholes points within the roadway.
* Poor driver discipline and habits.
* Insufficient information on police reports of the reasons and circumstances of
accidents and the lack of sufficiently trained Police personnel to produce
* satisfactory reports.
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* Absence or insufficiency of pavement markings, traffic signs and signals and
islands at road crossings placed wrongly.
* Poor condition of pavements, shoulders and drainage structures.
* Higher percentage of slow moving vehicles and stray animals on the roadway
without scope of expansion.
* Lack of formal and systematic exchange of information and coordination between
the Police Department and other agencies.
* Insufficiently in responsive public conveyance and callus Police personnel
reacting to rescue and provide first aid treatment before shifting the victims of
accidents to nearest hospitals and trauma centres.
* Lack of wayside facilities such as rest areas, parking lots, bus & truck bays, toilets
and telephones and waiting rooms.
* Poor maintenance of vehicles and expiry of the normal fitness (road worthiness)
of the vehicle.
* Hazards created by broken down vehicles being left for extended periods on the
roadway.
* Over loading of vehicles
* Large number of direct accesses to the main roads thereby increasing traffic
conflict points on account of ribbon development along the corridor.
* Stockpiling of road and building construction materials, agricultural products, on
the carriage and pavement.
* Using the road surface as a drying and thrashing yard for agricultural products in
rural areas.
* Allowing religious and commercial fairs, public meetings on the road restricting
traffic movement.
4.1 ROAD SAFETY AND TRAFFIC MANAGEMENT MEASURES:
Improving the surface of the road and its alignment under OSRP will encourage
increased speeds and consequently the risk of even more serious accidents.
Pedestrians not used to fast traffic, will also be exposed and their behaviour as well as
that of the drivers, needs to be considered. Improvements in alignment and better
traffic separation, as well as increased roadway width based on modem standards will
help alleviate current dangers but attention must also be given to safety as part of any
road improvement programme. The primary requirement being proper training of the
drivers and road users to traffic signs, traffic regulations, speed breakers and speed
control through stringent control at licensing level and heavy penalty for unfit
vehicles on the roads.
4.1.1 Provision for Pedestrian Bays, Livestock Under Passes and Way for Non-
Motorized Traffic:
Many of the roads in Orissa there are large-scale movement of live stock, bullock
carts, cycles and pedestrian movements with head loads of agricultural products.
Non-motorized traffic is a serious concern in the case of highway improvements,
which generate faster traffic. Unless extra space is provided for non-motorized traffic,
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high-speed vehicles will cause more accidents than ever before. Under OSRP
provision for movement of pedestrians, livestock and non-motorized traffic has been
looked into an incorporated in engineering design for residential locality.
4.1.2 Presence of Roadside Trees, Poles, Ditches, Steep Slopes and Barriers:
Accidents and traffic congestion being the result of afore stated causes, during the
road improvement all the trees, poles, stand posts, tube wells, wells, mandaps, statues,
puja pandals, temples, makeshift commercial ventures, squatter settlements, cabins
and kiosks, sign board and sign posts, hoardings, power transformers and markets are
being removed from the carriage way and pavement. Therefore it should be ensured
that such intrusion along with parking of vehicles on the carriage way other than the
bus & truck bay to be strictly prevented through legislation and through periodic
removal by the OWD. There is a normal tendency to dig up the road surface at any
point of time for laying of OFC cables, sewerage and water supply connections power
cables without caring for the repair and restoration of such damage unfortunately by
the Govt. agencies them selves. Digging up for erecting hoardings and bill boards,
decoration light arrangement during festival and political campaigning which should
be strictly prevented. The road design at road intersection points have been
incorporated with traffic lane markings, no parking zones, speed breakers and
rumblers with traffic calming signals painted on the road surface together with zebra
crossing, which will segregate the moving the traffic and reduce chances of accident.
Provision for non planting of trees on the slopes of embankment and paved hard
shoulders under transmission lines or medians has been prohibited for traffic safety.
Triangular masonry structures with MS grill at the corners with road inter section
points to prevent development of commercial activities and setting up of kiosks at the
strategic points, (which are a constant source of obstructing the sighting of traffic
movement which approaching a road junction).
4.1.3 Over Loading of Vehicles
Over loading of vehicles is a common problem in the Project area. The overloaded
vehicles include passenger buses, LCVs, trucks and goods vehicles including non-
motorized vehicles. The overloading of vehicles increases chances of occurrence of
accidents. Awareness has to be developed at all level of the society to avoid
travelling in overloaded buses, or LCVs, autos, cars, two wheelers, cycles by
providing for road side meetings, hoardings, and signage to avoid such activities
along with frequent checking through enforcement squads and transport authorities.
4.1.4 Signs, Road Markings and Intersection Layout
It is a mandatory requirement to provide road signage, lane markings for movement of
traffic through out the length of the road besides traffic signage spur road junctions
traffic calming points, market areas, schools, colleges, hostels, hospitals, temples,
courts, wildlife movement zones, residential areas, bus stops, toll plaza, forest and
marketing agency check gate, no horn zones etc. to control and regulate the flow of
traffic on the road. Road signage details specifications should be as per the IRC
guidelines except at elephant road crossing where the use of bright and reflecting
fluorescent colours of white and red should be avoided as it irritates the elephants.
(Details in section 8.7 of EIA report)
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4.1.5 Roadside Access, Parking and Bus Stop Arrangements
Bus stops and truck lay bye are essential at strategic locations such as spur road
junctions, market areas, religious & historical sites, hospital and educational
institutions, important Govt. offices, forest check gates and tool plaza. Additional
land with the provision of paved hard shoulders and bitumen surface along with
passenger shades and telephone booths /utility centres are essentially required for
facilitating the commuters requirements and normal traffic flow. While providing for
such facilities it has to be ensured that the structures are not located away from the
feeder roads in the name of avoiding congestion as this will only encourage stoppage
of vehicles at high traffic areas neglecting the stoppage points designing in the road
without giving a due thought to the common man. In the designs of each corridor this
has been looked into and provisions for bus bye at either side of the road to prevent
crossover and accidents has been provided along with erection of RCC passenger
shades are such stoppage points. The OWD can further enhance the utility of these
structures by leasing out for opening STD booth with utility supply centres with a
condition to maintain the passenger shade and the site enhancement plantations as an
adoption by such facility provider companies. Most of the passenger shades have
been redesigned and located at adjacent positions according to the availability of land
in place of old structure demolished due to expansion of the road. Details of the
design and locations are furnished in Annexure VI- A to D for Year-l, Phase-I roads.
4.1.6 Measures to Control Vehicle Speed in Urban Area
As discussed in the above para speed regulatory signage shall be fixed on the age of
the RoW on either side with fibre or fluorescent signage boards as per the IRC
specifications with movement direction of the traffic and speed limits near residential
areas schools, colleges, hospitals, commercial activity zones with speed breakers such
as rumble strips followed by humps as per the specifications. Where necessary zebra
crossings across the road are to provided on the SH as well as on the feeder roads to
reduce the speed of vehicles. At turnings and undulating terrain the optical indicators,
road curves, crash guards and curve directions with camber and super elevation has
been provided for the design to be implemented as a traffic calming and regulatory
measures.
4.1.7 Identification of Black Spots or Accident Prone Areas
These locations were identified as per the base line data colleted during traffic survey
through public contact and road geometry. Many such sharp curves hair pin bends, S
curves, skew bridges and curves, areas of poor visibilities have been corrected in the
design stage with proper geometric alignment commensuration with the design speed
regulation as per IRC and MoST regulations and designs. The details are provided in
the Table (details of such locations of black spot existing prior to improvement is
furnished in Table 59 of Final EAR).
4.1.8 Improvement in Approach to Sensitive Receptors Along the Corridor
As a part of detailed engineering studies all accident-prone areas like urban areas and
the vicinity of schools and hospitals was delineated. Strict speed restrictions are being
proposed for such areas.
For safety of public at common property resources like Schools, Hospitals, Temples
etc two provisions has been suggested. A detailed field survey was conducted for this
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to identify scope for alternate entry and exit points in cases where these CPRs are
close to the road and present entry/exit is directly opening to the project road. In cases
where alternate entry/exit point can be feasible in consultation with the local
communities alternate exist and enter point will be suggested for replacing the
existing approach point through additional acquisition of land as a connecting link.
But such exercise is time consuming and comber sum to expeditiously decide the
location and land use details, therefore the following improvisation have been made to
avoid direct entry in to the road by shifting the gate inwards and construct an
interception wall in front of the gate as per the details drawings in drawing no. OSRP
/CEG /SH / ENV /05, which will require a different approach on either side of the
gate add to the beauty of the structure at such locations while thinning the traffic from
such places in two different routes of entry in the road.
4.1.9 Road Safety and Wildlife Habitats
A stand alone Biodiversity Action Plan has been prepared to assess the biodiversity
wealth of the state that is going to be impacted on account of road development which
is likely to fragment the corridor movement, feeding hunting and breeding areas and
reducing the territorial status of several carnivore species. The detail survey of
movement of wildlife occurrence and concentration of specific flora and fauna along
each corridor has been taken in to account while studying the reasons of movement
and man animal conflict etc. Accordingly wildlife underpasses with cushion and
without cushion of earth over the bridge /culvert has been recommended and provided
for with specific designs to accommodate movement of elephants, antlers, ungulates,
amphibians, reptiles and rodents. This has been made depending upon the habitat and
availability of water holes, salt licks, feeding and breeding areas to prevent cross over
of wildlife across the road open to accidents with first moving vehicles as well as
confrontation with other road users. A detail diagrammatic corridor specific strip map
showing movement, direction, salient features for movement and species involved has
been enclosed to the biodiversity report at Annexure XXV -A to D followed by the
design specifications of culverts, bridges, with or without earth cushion, trap drains
leading to viaduct of pipe culverts, site enhancement measures for camouflage
corridor, development of temporary water sources and provision of gully plugging,
check damming, bank stabilization, ground water recharge habitat improvement in
Annexure XXVI -A to G and Annexure XXXII etc.
To prevent loss of trees and other vegetations it has been suggested to go for raising
the same plants along the corridor as avenue and site enhancement measures through
plantations, off set planting, uprooting cuttings and relocation of plants below 30cm
girth at BH with shrubs and clumps of grass.
4.1.10 Public Awareness
Every member of the public has to realize that road users must have sense of
responsibility towards other fellow users and in our own interest the need to observe
road discipline and safety precautions. Accidents on roads can happen to any one,
including those who are near and dear to us. It should be the aim to prevent precious
lives those are lost because of carelessness on the roads, drunken driving, illegal and
wrong parking, dumping of construction materials etc.
Government of India gives special attention to new methods of educating the school
children. Essay competitions on the subject of road safety are organized annually,
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which has evidenced a lot of interest and the number of student participants is
increasing tremendously. While this has to continue, efforts should be now directed to
involvement of students in Emergency Response Plan for attending accident rescue
operations. School children can play a greater role in 'Act and Save Life'. The life of
about 50% of all accident victims can be saved if he or she if provided medical aid
immediately.
4.1.11 Conducting of Awareness Programmes:
OWD will conduct the awareness programmes for the road user community, transport
associations, NGOs and other interested parties about road safety, and precautionary
measures to be taken in the event of accidents. The details about the warning system,
road signage and its interpretation prevention stockpiling construction materials on
the pavement and carriage way for personal and commercial use, burning of tyres and
other inflammable objects in the name of registering protest against accidents or
securing there demands to be fulfilled needs to the addressed in a more civilized and
responsible manner so as to enjoy economic development of the adjacent areas along
the corridor.
4.2 ACCIDENTS AND EMERGENCY SITUATIONS
Accidents and emergency situations in a road corridor includes:
* Vehicle accidents involving human being, requiring first aid and hospitalisation
* Accidental spillage of hazardous chemicals leading to pollution and other major
health hazards.
* Collapse of road structures viz. Culverts, bridges etc.
* Natural calamities, fire, processions, riots, political agitation, and traffic hold-ups
etc. closing of roads by miscreants.
* Careless movement infringing traffic rules.
4.2.1 Accident Cases and Public Response
In many cases, timely help will reduce the number of causalities per accident.
Emergency response cells are the need of the hour along with development of State
Highway to cater to the increased traffic load and spill that will lead to accidents and
injury, in all such cases the road users, the vehicle owners and local authorities and
public shall have to respond immediately in notifying the police, highway patrol,
emergency response cell, nearest Govt. or Private hospitals and dispensaries, red cross
units, blood banks, district and local administration to provide immediate response,
financial assistance, life saving medicines and blood for saving precious life and
property.
Training of the local youth and volunteer organization on first aid and rescue
operations through the OWD and regional transport authority with the help of local
health officials may be arranged just before the completion of road improvement,
which will come in handy to meet such emergency.
4.2.2 Removal of Road Blockages
The efficiency of the road network is largely independent on how efficiently public
agencies are able to respond to the emergency situation when something happens on
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the road that hampers the free flow of traffic. This is same in the case of accidents,
natural calamities, riots, processions, after effects of politically motivated bandhs etc.
The mind set of holding up traffic on any flimsy ground that is gaining momentum the
political parties commonly adopting such destructive and un economic
antidevelopment steps is an ominous signs. All and sundry should condemn such
activities through public discussion in the mass and electronic media as well as
institutional filing of complaints in the courts of law as a deterrent.
4.2.3 Statutory Responsibility
It should be mandatory for mention of the nearest police station, outpost, hospital,
dispensary, ambulance, red cross, fire stations, local administrative authority with
their contact telephone and mobile numbers at bus stops, kiosks, passenger shades and
road signage, which will help immediate contact incase of emergency at the time of
need for help and the road signage system should develop such signage boards at
every 5thkm, so that assistance will not be a problem.
4.2.4 Responsibility of Voluntary Organizations
It should be the onerous responsibility of the society to generate awareness for setting
apart a part of the funds raised for religious rituals by reducing lavish and elaborate
arrangements to cater to benefit accident victims by creation of corpus fund that may
incidentally help their own relations or neighbor or subscribers.
4.2.5 Responsibility of Schools, Colleges and Other Educational Institutions
The NSG, NCC, Scouts and Guides outfit and college unions may create self
contributed funds to meet the accident victims immediate treatment expenses, where
students and teachers are involved so as to ensure timely assistance and life saving
steps of treatment to their own fraternity. They may organize Blood donation camps
for supply of essential blood and plasma to accident victims as the most valuable
contribution in this regard.
4.2.6 Role of Hospitals
It is essential for the doctors and hospital employees to provide immediate life support
system and emergency first aid to accident victims without waiting for the police to
arrive in the hospitals by which time the victim may not survive. This aspect is
generally absent at hospital levels and needs to be hammered in under scrupulous
legal provisions and training for compulsory attendance of accidental victim by all
doctors be it Govt. or private organization while keeping the record straight because
development has a price to pay and many of the road users shall be susceptible to
some short of trauma as a road user.
4.3 EMERGENCY RESPONSE PLAN (ERP)
There should be a highway patrol on all develop highways equipped with modern life
saving first aid facilities and trained paramedical staff on duty 24 hours in rotation
accompanied by an ambulance and extra provision of beds in the
hospitals/dispensaries adjacent to the corridor for immediate medical aid. The cost
should be met out of the states health budget and the tool tax realized from the
commuters so as to ensure timely help. Such funds should be available with the
district Collector, SDO, disaster mitigation authority as would be decided by the
Govt. for smooth release of funds.
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4.3.1 Sequence of Events After an Accident
* Immediate information to the local police station /out post /highway petrol from
available phone booth or mobile or cell phone about the accident seeking help.
* Requesting the fellow passengers or local people or other road users to intimate
the nearest hospital, ambulance unit, emergency response medical team for
assistance and treatment.
* If possible record the name, contact telephone and address of the victim for
informing the kith and kin to arrive for immediate care and attendance providing
them with the possible destination to which the victim is being shifted.
* Inform the local fire brigade, citizens assistance unit or any voluntary organization
such as Rotary or Lions club or Puja committee etc. to provide emergency
financial assistance required to carry the victims up to nearest hospitals as early as
possible.
* Provide the district /subdivisional /medical /disaster mitigation cells to provide
assistance to the distress co-passengers and accidents victim.
* Recovery of the belonging of the victim with a list of materials recovered from the
site of accident to be handed over to the police or the nearest relatives arriving for
attending to the victim, which ever is earlier.
* Where no information is available about the antecedents of a victim the local
Regional transport authority may be contacted to find out the owner of the vehicle
involved in the accident and the statement of local people gathered to assist police
in making an inquest for the causes and factors responsible for the accidents.
4.3.2 Role of Doctors in ERP
It is the duty of doctors to provide medical treatment to road accident victims
instantaneously and thereafter to inform law enforcement agencies. There is no
impediment to doctors in attending to such cases immediately.
As per section 134 of the Motor Vehicles Act, it is the duty of every registered
medical practitioner (doctor) on duty or when called in to attend to any accident
victim he/she should immediately render necessary treatment and advice as
professionally required from him/her under such circumstances without waiting for
any procedural formalities.
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CHAPTER V
DISASTER MANAGEMENT PLAN
5 GENERAL DISCUSSION
In the preceding chapter a detailed discussion was made on Emergency Response Plan
in case of Road accidents. But severe accidents in the form of spillage of hazardous
chemicals due to accidents /natural disasters shall be dealt with utmost care. MoEF
has enlisted some 18 categories of hazardous wastes. An efficient and coordinated
effort can only reduce the potential impact on human beings, water and air. Although
the hazardous chemical handling rules of the government for industries are strong
enough to minimize the impact upon environment, emergency response plans for the
road require a prompt and coordinated effort.
5.1 ENACTMENTS FOR ATTENDING TO SEVERE ACCIDENTS
As per the provisions of the Environment (protection) Act 1986, necessary rules
regarding Management and Handling of Hazardous Wastes have been formulated.
Under this act the District Collector is the authority responsible for preparation of the
off-site emergency plan. Before commencement of activity, the public in the vicinity
of the plant needs to be informed of the nature of a major accident that might occur
on-site and the Do's and Don'ts to observed in case of such an occurrence. In the case
of highway accidents local emergency officials (e.g. police) must be prepared to react
to highway accidents, which threaten the safety of the public.
Keeping this in view a detail Disaster Management Plan (DMP) is to be prepared
considering worst case disaster scenario with respect to the nature of traffic, goods
and services through the particular roads. These may be major road mishaps, gas
tanker explosions, fire hazards, floods, cyclones, earthquakes etc. An emergency
response system will be developed in co-ordination with local fire, police and medical
service. Frequent exercise should be carried out to test the preparedness of the system
by mock drills. As reiterated earlier the deployed personnel on emergency response
system should be present ready for movement at any point of time without prior
notice for effective attendance to injured patients.
5.2 ACTION PLAN IN CASE OF EMERGENCIES
5.2.1 Emergency Plan in the Event of Road Mishaps:
On receiving the information of any emergency due to road mishaps, the highway
patrol should inform the OWD authority in charge of managing the road zone where
the accident has occurred to send additional rescue and resettlement units for clearing
the blockade, rescuing the stranded passengers in the ill fated vehicle through
emergency rescue equipments such as, cranes, gas cutters, mechanical saw, forklifts,
containers and fire extinguishers etc. as the case may be to immediately control the
situation and prevent further spread of fire or chemical spillover, lick age of toxic
gases etc. If the damage is severe requiring specialized actions and equipments the
District Administration, Fire services, and Police and Army organization may be
called in to assist and evacuate the corridor. The health services and ambulance units
may be as to immediately send required expert and assistant to the victims by
intimating them the nature of accidents, the chemicals or toxic effects of materials
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involved in the accident, so that they can come prepared for the eventual
requirements.
As far as practicable a site office to provide information on the ill fated parties
involved in the accident and their names and addresses together with the addresses of
the hospitals or nursing homes to which they have been admitted be opened
temporarily to benefit the near and dear once who come in search of their relations.
The hospitals and the police may be requested to maintained such a list for reliving
the relation of accident victim unnecessary tensions and harassment as it normally
happens that no such information is gather and transmitted to the relation of accident
victim.
5.2.2 Emergency Plan in the Event of Emergency (Due to Major Road Accidents, Gas
Tanker Explosions Etc.)
Accidents occur due to careless handling of hazardous chemicals, inflammable
materials, and explosives fire, careless driving, driving by unauthorized persons. Poor
maintenance of vehicles, faulty road surface, ignoring traffic signals and disobeying
traffic rules, high vehicle speed, ill maintained traffic signage and diversion paths,
non-attendance to rain cuts and flood damage, illegal parking of vehicles on the
carriage way without providing the traffic light, or encroaching the carriageway and
road crossing thereby preventing the site of driving, which are the responsibility of
good citizens and dedicated drivers, various departments having there utilities along
the carriage way, which if improved can prevent majority of occurrences.
5.2.3 Emergency Plan in the Event of Emergency (Major in Nature Due to Natural
Disasters)
There is a disaster mitigation authority in the state at the State and District level as
well as its sub-branches are available in all civil administration points such as, sub-
division, Tahasils and CD blocks. There are annual and seasonal meetings of all the
organizations required to be implicated in the relief and rescue operations on war
footing in case of any natural disaster like flood, cyclone, Tsunami, hail storms, earth
quake, fire and mob violence etc. Govt. funds are released for stock pilling
emergency supplies to meet instant requirements for relief and rescue. The district
Collector through their emergency officer in the disasters mitigation cell have to
powers to requisition the services of vehicle, cranes, rescue parties, specialist, doctors,
hospitals and rest house premises and storage facility for such eventualities where and
when it is so required. The Tahasildar have been authorize and empowered to provide
emergency help in shape of food and money for the affected victim and therefore all
concerned may be advised to contact the above authority in case of emergency
occurring in the highways. The voluntary agencies and corporate authority as well as
the contractor executing the work along with the flit operator of mechanized vehicles
may be roped in for additional and adequate arrangements for compensation and
rescue operation.
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CHAPTER VI
BUDGET FOR IMPLEMENTATION OF EMAP
6 COSTING OF THE EMP
As per suggestion based upon the proposed centre line and location of various CPR on
Left and Right of the corridor from Okm to 45km on SH-9 and kmO to km48 on SH-
53 comprising of Chandbali to Bhadrak and Bhadrak to Anandapur with reference to
RoW markings on the Strip Plan the list has been prepared commensurating with the
location, design specification, estimation of cost on mitigation measure suggested for
site enhancement at 54 (20+34) road junctions, Toe wall with stone pitching as silt
fencing along 99(83+16) water bodies and ponds, 2 (1+1) spillway, 2(1+1) bathing
ghats, 3 (1+2) site enhancement on the water bodies, boring of 81 new tube wells
replacing 81 (41+40) fully and partially affected tube wells & 26 (15+11) Stand posts
within the RoW. 12 (6+6) schools whose approach road has been proposed to be
changed along with the boundary wall of the institution affected by road improvement
providing noise and dust suppression cum boundary wall and interception walls with
new approach roads. The boundary walls of 40 (30+10) religious places partly /fully
affected have been provided with new RCC boundary walls, flower vases and site
enhancement planting. Last but not the least, the boundary walls of govt. offices,
which are partly affected 13 (8+5) by new RCC boundary walls with provision for
noise and dust suppression and site enhancement plantation.
There has been no provision for locating any bathroom/ latrine/ kiosk or marketing
area adjacent to the road on either side for purpose of keeping the area clean.
1 govt. hospitals and 1 Ashram, 1 ANM centre located within the impact distance
close to the corridor have been proposed to be provided with noise and dust mitigation
structures in the boundaries with site enhancement plantation activity as has been
indicated under Table - 7 (A&B) under Chapter -1 and Table - 31 & 32 under
Chapter - VI.
The schedule of cost for EMP structures as detail below with reference to the standard
specification and provisions with drawings are indicated herewith to control the flow
of funds and sequencing of operation prior to actual road construction activity.
In addition to this there are 3 drainage canals in Bhadrak - Chandbali (SH-9) and 3 on
Bhadrak - Anandapur (SH-53), which are being filled up for the RoW. This requires
provision of alternate drainage to allow water flow and prevent flash flood as well as
crop damage.
6.1 DETAILED ESTIMATION OF COST FOR VARIOUS ENVIRONMENT
STRUCTURES TO MITIGATE/ MINIMIZE IMPACT
The details of design and estimated cost for each activity are under
For design specification details of bore well and stand post refer Drawing No. OSRP/
CEG/SH/ENV/07
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GUIDELINE- 1
ARRANGEMENT WITH FOREST DEPARTMENT
REGULATORY FRAME WORK
The OWD under the provision of the forest (conservation) Act, 1980 will submit a
diversion proposal in the prescribed format through the state Forest Department to the
Concerned Regional Office of the ministry of Environment and Forests, of the Govt.
of India. The Regional office is the competent authority to dispose of such proposal
irrespective of the area involved. While issuing such approval, the Regional Office
may stipulate several conditions, which are to be implemented.
Forest Department, Government of Orissa after having identified the lands on the
embankment and toes of the road will delineate the proposed area for avenue
plantation as per the corridor strip map based on proposed centre line showing
chainage wise location of avenue planting area on left or right side of the road from
the Okm onwards. Compensatory aforestation sites shall be decided in consultation
with the District Collector and a suitable map of the area containing the north, south,
east and west boundary neighbors, plot numbers and together with the plot number of
the proposed non forest land identified for compensatory aforestation 1:4000 scale
sketch map. The Department of Forest will thereafter prepare aforestation scheme
providing therein details of work schedule, the cost structure and proposed monitoring
mechanism.
FUNDING FOR COMPENSATORY AFORESTATION
The ministry of Environment and Forests in their order dated. 24t, April, 2004 have
constituted an authority known as compensatory Afforestation Fund Management and
planning Authority for the purpose of management of money received from user
agencies for compensatory afforestation. The OSRP of OWD being the user agency in
this project through the Chief Engineer World Bank Project, Orissa will be required to
deposit the money as estimated by the State Forest Department with the CAMPA.
CAMPA shall release funds to the state in predetermined installments through the
State Level Management Committee as per the Annual Plan of operations drawn by
the State Forest Department for compensatory aforestation.
SELECTION OF TREE SPPECIES
Trees to be selected for planting should be site-specific taking into account the type of
soil, features of the planting site e.g. for saline and alkaline soils and water logged
area will require special attention as has been specified in the biodiversity stand alone
report. The basic criteria of selection being the soil type, rain fall pattern, summer
temperature, rate of growth, previous history as avenue species in the locality,
resistance to cyclone /water logging /flood, ever green or semi ever green nature of
species, the aesthetic value, longevity, tap root system, suitability for serving as a
food source for aviary, rodents and small mammals as well as a benefit for local
community as non timber forest produce.
Trees with tomentoose leaves to absorb noise, dust particles and provide interception
to stem flow of rain water shall be preferred to signing leaves as an environment
friendly species to be planted as avenue along with some attractive flowering trees.
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Bamboos (Bambussa arundinacea) or thorn bamboo, palms, shrubs and small trees
shall be chosen to reduce the effect of noise and dust pollutions as avenue plants.
In the matter of selection of species for planting, stakeholders need be consulted and
their views accommodated keeping view the above criteria.
PLANTING PATTERN
Monoculture planting should be avoided. Mixed culture of shared- giving, flowering
and fruit-bearing species should be preferred.
The first row may be composed of a mix of species of flowering trees; such mix may
consist of trees coming into flowers in different seasons.
The second row may have representation of middle-sized evergreen and fruit bearing
species.
The third row wherever feasible should be of broad-leaved evergreen species; the
species should be so chosen as to make sure that they grow taller than tress planted in
the first and second rows. The possibility of a single row avenue on one side leaving
the other side open for power transmission lines has to be considered specifically in
residential areas and nearer to settlements /town ships, where the transmission lines,
high tension cables are drawn over head for avoiding violence of the acts in vogue.
Its is therefore mostly a single row of mixed species of trees, shrubs, herbs, palms,
bamboos and grasses, that will be planted with a spacing of 5X5mtr between each
variety.
MANAGEMENT AND MONITORING
Strip plantations should be properly fenced (GI barbed wire fencing with RCC fence
posts and 6 strands of barbed wire) to prevent damage by herbivores animals.
Wherever possible live- hedges may be provided; in such stretches as a noise filter
barrier near sensitive receptors, such as schools, colleges, hospitals etc.
It may also be explored as to whether communities along the roads can be involved in
protection and maintenance of such plantations through a mechanism of sharing of
usufructs.
Local voluntary organizations, sports/youth clubs, VSS units may be encouraged for
protection and maintenance of such plantation.
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GUIDELINE - 2
ENVIRONMENT FRIENDLY CONSTRUCTION
METHODOLOGY
The contractor shall be deemed to have acquainted himself with the requirements of
all the current statutes, ordinances, by-laws, rules and regulations, circulars or any
other instrument having the force of law including without limitation those, relating to
protection of the environment and biodiversity, health and safety, import of labour,
demolition of houses, felling of trees with due regard to protection of environment.
Similarly the mining, borrowing, procurement, transportation, storage and use of
materials including explosives shall have to be carried out in accordance to the
prevailing acts and guidelines from the time to time.
PROTECTION OF ENVIRONMENT
I. The contractor will take all necessary measures and precautions and ensure that
the execution of the works and all associated operations on site or offsite are
carried out in conformity with statutory and regulatory environmental
requirements including those prescribed in EMP.
II. The contractor will take all measures and precautions to avoid any nuisance or
disturbance to inhabitants arising from the execution of works.
III. All liquid waste products arising on the sites will be collected and disposed of at a
location on or off the sites and in a manner that will not cause either nuisance or
pollution.
IV. The contractor will at all times ensure that all existing water courses and drains
within and adjacent to the site are kept safe and free from any contamination.
V. The contractor will submit details of his temporary drainage work system
(including all surface channels, sediment traps, washing basins and discharge pits)
to the Project Implementation Unit / Supervising Engineer for approval prior to
commencing work and during the progress of work as would be necessary.
VI. The contractor will arrange all the equipment in good condition to minimize dust,
gaseous or other air-borne emissions and carry out the works in such a manner as
to minimize adverse impact on air.
VII. Any vehicle with an open load-carrying area used for transporting potentially
dust-producing material will have properly fitted side and tailboards. Materials
having the potential to produce dust will not be loaded to a level higher than the
side and tail boards and will be properly and tightly covered with a clean tarpaulin
in good condition.
VIII. The contractor will take all necessary measures to ensure that the operation of all
mechanical equipment and condition processes on and off site will not cause any
unnecessary or excessive noise, taking into account applicable environmental
requirements.
IX. The contractor will take all necessary measures to ensure that the operation of all
mechanical equipment and condition of processes on and off the site will not
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cause any unnecessary or excessive noise, taking into account applicable as per
appropriate environmental requirements.
X. The contractor will take necessary measures to maintain all plant and equipment
in good condition.
XI. Where the execution of the works requires temporary closure of road to traffic, the
contractor will provide and maintain temporary traffic diversions subject to the
approval of the PIU of OWD as per the standard regulations for such diversions.
XII. Where the execution of the works requires single-lane operation on public road
the contractor will provide and maintain all necessary barriers, warning signs and
traffic control signals to the satisfaction of the PIU /Supervision Consultant /Site
Engineer.
XIII. Wherever traffic diversions, warning signs, traffic control signals, barriers and the
like are required, the contractor will install them to the satisfaction of PIU/SE
prior to commencing the work, in that area. Signalmen shall have to be posted at
either end of the single lane diversions with flags and lights of red and green
colour with whistles for guiding the traffic flow.
XIV. Contractor will install asphalt plants and other machineries away from the
populated areas as per laid down regulations.
XV. Permission for trees marked for felling will be obtained from the forest
department before the execution of the work.
XVI. Trees and plants going to be cut and removed will be duly compensated and
maintained up to 3 years in places such as avenues, site enhancement structures,
embankment of water body, religious sites, weekly markets, institutions premises,
burial ground etc.
XVII. Mist sprays should be provided at appropriate places for preventing dust pollution
during handling and stockpiling of stones and loose earth, GSB materials, crusher
dust, sand and chips.
XVIII. Over Burden (OB) waste dumps shall be sprayed with water, as they are the major
source of air borne particulate matter.
XIX. OB waste dumps shall be reclaimed / afforested to bind the loose soil and to
prevent soil erosion. The frequency of sprinkling should be fixed as per the
seasonal requirement and in consultation with engineer.
XX. Regular water spraying on haulage roads during transportation of construction
material by water sprinklers. The frequency of sprinkling should be fixed as per
the seasonal requirements in consultation with engineer.
XXI. Transfer point for transporting construction material shall be provided with
appropriate hoods/ chutes to prevent dust flow.
XXII. Dumping of construction material should be from an optimum height (preferably
not too high), so as to reduce the dust flow.
XXIII. Innovative approaches of using improvised machinery designs, with in built
mechanism to reduce sound emissions.
XXIV. Procurement of drill loaders, dumpers and other equipment with noise proof in
operator's cabin.
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XXV. Confining the equipment with heavy noise emissions in soundproof cabins, so that
noise is not transmitted to other areas.
XXVI. Regular and proper maintenance of noise generating machinery including the
transport vehicles to maintain noise levels.
XXVII. Provisions should be made for noise absorbing pads at foundations of vibrating
equipments to reduce noise emissions and rubberized mountings at industrial and
instrumental installation sites.
QUARRY OPERATIONS
The contractor shall obtain materials from quarries only after the consent of the Forest
Department or other concerned authorities especially the Revenue and mining
departments and in consultation with the Supervision Engineer. The quarry operations
shall be undertaken within the purview of the rules and regulations in force.
HAUL ROADS: -The haul roads are mostly on Bitumen surfaced track except few
WBM surface and earthen roads. These roads are to be properly developed and
maintained with periodic sprinkling of water to reduce generation of dust and noise
due to potholes.
1. PREVENTION OF WATER COURSES FROM SOIL EROSION AND
SENDIMENTATION/ SILTATION
The contractor shall apply following mitigation measures to prevent sedimentation
and pollution of watercourses.
To prevent increased siltation, if need be existing bridges maybe widened downstream
side of the water body;
Cement and coal ash should be stacked together, fenced by bricks or earth wall, and
kept away from water, to prevent leachate formation and contamination of surface and
ground water;
If need be, slope of the embankments leading to water bodies should be modified and
rechannelised to prevent entry of contaminants into the water body;
During construction, silt fencing ( consists of geo-textile with extremely small size
supported by wire-mesh mounted on a panel made up of angle frame) could be used
along the road at all canals and rivers to prevent sediments from the construction site
to enter into the water courses To reduce the cost on such expensive structures the
locally available bamboo mat fencing or brush wood fencing can be undertaken with
supporting bamboo or wooden fence posts.
2. POLLUTION FROM HOT-MIX PLANTS AND BATCHING PLANTS
Bituminous hot-mix plants and concrete batching plants shall be located sufficiently
away from habitation, agricultural operations. The contractor shall take every
precaution to reduce the levels of noise, vibration, dust and emissions from these
plants and shall be fully responsible for any claims for damages caused to the owners
of property, fields and residents in the vicinity.
3. ARRANGEMENT FOR TRAFFIC DURING CONSTRUCTION
The contactor shall at all times carry out work on the road in a manner creating least
interference to the flow of traffic with the satisfactory execution. For all works
involving improvements to the existing state highway, the contractor shall, in
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accordance with the directives of the SC and site engineer of thePIU, provide and
maintain, during execution of the work, a passage for traffic either along a part of the
existing carriageway under improvement, or along a temporary diversion constructed
close to the state highway. The contractor shall take prior approval of the SE & SC
regarding traffic arrangements during construction.
4. TRAFFIC SAFETY AND CONTROL
(i) Where subject to the approval of the Engineer the execution of the works
requires temporary closure of road to traffic, the contractor shall provide and
maintain temporary routes for use by the traffic. The diversions shall generally
consist of 200 mm thickness of gravel 4.5 meters wide laid directly upon
natural ground and where any additional earthworks are required for this
purpose that will be provided under the appropriate payment items.
(ii) Where the execution of the works requires single-lane operation on public
road, the contractor shall provide and maintain all necessary barriers, warning
signs and traffic control signals to the approval of the Engineer.
(iii) With the exception of temporary traffic arrangements or diversions required
within the first 4 weeks of the contract, the contractor shall submit details of
his proposals to the Engineer for approval not less than 4 weeks prior to the
temporary arrangements or diversion being required with details of temporary
arrangements or diversions for approval .As soon as possible after the letter of
acceptance the details of arrangements made are to be intimated.
(iv) The color, configuration, size and location of all traffic signs shall be in
accordance with the code of practice for road sign. In the absence of any detail
or for any missing details, the signs shall be provided as directed by the Site
Engineer (SE).
And S.C.
(v) The contractor shall take all necessary measures for the safety of traffic during
construction and provide, erect and maintain such barricades, including signs,
marking, flags, lights and flagmen as may be required by the Engineer for the
information and protection of traffic approaching or passing through the
section of the road under improvement. Before taking up any construction, an
agreed phased programme for the diversion of traffic or closer of traffic on the
road shall be drawn up in consultation with SE and S ..
(vi) At the points where traffic is to deviate from its normal path (whether on
temporary diversion or part width of the carriageway) the lane width path for
traffic shall be clearly marked with the aid of pavement markings, painted
drums or a similar device to the directions of the S E and S C. At night, the
passage shall be delineated with lanterns or other suitable light source and
reflector boards with red markings, caution marks as well as some barrier to
avoid the chance of entering the affected area of construction.
(vii) Traffic operation shall be established whenever the traffic is to be passed over
part of the carriageway inadequate for two-lane traffic. This shall be done with
the help of temporary traffic signals or flagmen kept positioned on opposite
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sides during all hours. For regulation of traffic, the flagmen shall be equipped
with red and green flags and lanterns / lights.
(viii) On both sides, suitable regulatory / warning signs as approved by the SE shall
be installed for the guidance of road users. On each approach, at least two
signs shall be put up, one close to the point where transition of carriageway
begins and the other 120 m away. The signs shall be of standard design and of
reflectory type.
(ix) Upon completion of the works for which the temporary traffic arrangements or
diversions have been made, the contractor shall remove all temporary traffic
installations and signs and reinstate all affected roads and other structures or
installations to the conditions that existed before the work started, as directed
by the SE and the SC.
5. HEALTH AND SAFETY
The contractor shall take all measures and precautions necessary to ensure the health,
safety and welfare of all persons entitled to be on the site. Such precautions shall
include those that, in the opinion of the Engineer, are reasonably to be prevent
unauthorized entry upon the site and to protect members of the public from any
activities under the control of the contractor. The contractor's responsibilities shall
include but not be limited to:
(i) The provision and maintenance of the contractor's Equipment in a safe
working condition and the adoption of methods of work that are safe and
without risks to the health of any person entitled to be on the site.
(ii) The execution of suitable arrangements for ensuring safety and absence of
risks to health in connection with the use, handling, storage, transport and
disposal of articles and substances
(iii) The provision of lighting, including stand by facilities in the event of failure,
that, in the opinion of the Engineer, is adequate to ensure the safe execution
of any works that are to be carried out at night.
(iv) The provision of protective clothing and safety equipment, with such
personnel and equipment and such information, instruction, training and
supervision as are necessary to ensure the health and safety at work of all
persons employed on or entering on the site in connection with the works,
including the Engineer's and Supervision Consultant's supervisory staff, all
in accordance with the law.
(v) Near towns, villages and all frequented places, trenches and foundation pits
shall be securely fenced provided with proper caution signs and marked with
lights at night to avoid accidents. Contractor shall take adequate protective
measures to see that the excavation operations do not affect or damage
adjoining structures.
(vi) The contractor shall not use or generate any materials in the works, which
are hazardous to the health of persons, animals or vegetation. Where it is
necessary to use some substances, which can cause injury to the health of
workers, the contractor shall provide protective clothing or appliances to his
workers.
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(vii) The contractor will provide, and ensure the utilization of appropriate safety
equipment for all workmen and staff employed directly or indirectly by the
contractor. Such safety equipment will include but not be limited to the
safety helmets, goggles and other eye protectors, hearing protectors, safety
harnesses, safety equipment for working over water, rescue equipment, fire
extinguishers and first-aid equipment. The personnel working at vulnerable
locations at site will wear safety helmets and strong footwear.
(viii) The contractor will provide an adequate number of latrines and other
sanitary arrangements at areas of the site where work is in progress and
ensure that they are regularly cleaned and maintained in a hygienic
condition.
6. FIRST AID
(i) The provision and maintenance of suitably equipped and staffed first aid
stations throughout the extent of the works has to be borne by the contractor,
who shall be responsible for all work and camp site welfare arrangements and
requirements to the satisfaction of the Supervision Consultant and Site
Engineer.
(ii) Injuries might occur during the construction period. It is therefore pertinent to
provide first aid facilities for all the construction workers. At construction
camps and at all workplaces, which may be far away from regular hospitals,
an indoor health unit having one bed facility every 250 workers needs to be
provided.
(iii) Adequate ambulance transport facilities for moving the injured persons to the
nearest hospital must also be provided in ready to move condition at strategic
locations to move at the call of emergency.
(iv) The first-aid units apart from an adequate supply of sterilized dressing
material should contain other necessary appliances as per the factory rules.
(v) This shall be the responsibility of the contractor for provision of Fire safety
equipments must be installed at places of inflammable materials, camp sites,
explosive go downs, garages and portable units kept handy at work places
welding shops, repair units to douse any accidental fire that may occur at any
time and any places.
(vi) The notice boards at camps, site office, depot, work places shall have the
telephone numbers of the nearest police station, police out post, head quarters
hospitals, fire stations and ambulance supply units for immediate contact in
case of emergency.
7. MAINTENANCE
(i) All buildings, rooms and equipment and the grounds surrounding them
shall be maintained in a clean and operable condition and be protected
from accumulation of rubbish.
(ii) Each structure made available for occupancy shall be of sound
construction, shall assure adequate protection against weather, and shall
include essential facilities to permit maintenance in a clean and operable
condition. Comfort and safety of occupants shall be provided for
extremities.
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(iii) Each structure made available for occupancy shall comply with the
requirements of the Uniform Building Code. This shall not apply to tent
camps
8. MAINTENANCE OF DIVERSIONS AND TRAFFIC CONTROL DEVICES
Signs, lights, barriers and other traffic control devices, as well as the riding surface of
diversions shall be maintained in a satisfactory condition till such time they are
required as directed by the SE and SC. The temporary diversions shall be kept moist
by frequent sprinkling of water, where necessary.
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GUIDELINE - 3
BORROW AREAS MANAGEMENT
Borrow areas will be finalized either form the list of locations recommended by DPR
consultants or new areas identified by contractor. The finalization of locations
identified by DPR consultant depends upon the formal agreement between
landowners and contractor. If any agreement is not reached between the contractor
and landowners for the identified borrow area locations on private lands or the haul
road on private lands alternate arrangement for locating the source of supply of
material for embankment and sub-grade as well as in compliance to environment
requirements in respect of excavation and borrow areas as stipulated from time to
time by the Ministry of Environment and Forests, Government of India, and local
authorities shall be the sole responsibility of the contractor commensurating with the
legal provisions. The contractor in addition to the established practices, rules and
regulation will also consider following criteria before finalizing the locations.
1. The borrow area should not be located in agriculture field unless unavoidable
i.e. barren land is not available.
2. The borrow pits should not be located along the roads.
3. The loss of productive and agriculture soil should be minimum.
4. The loss of vegetation is almost nil or minimum.
5. Required standard of materials are available in plenty.
The contractor shall obtain representative samples from each of the identified borrow
areas and have these tested at the site laboratory following a testing programme
approved by the Site Engineer. It shall be ensured that the sub-grade material when
compacted to the density requirements as in Table-l shall yield the design CBR value
of the sub-grade.
Table-1: Compaction Requirements for Embankment and Sub-grade
Si Type of Work/Material Relative compaction as percentage of
No. max. laboratory dry density as per
IS:2720 (part 8)
1 Sub-grade and earthen shoulders Not less than 97
2 Embankment Not less than 95
3 Expansive clays
a) Sub-grade and 500mm portion Not allowed
just below the sub-grade
b) Remaining portion of Not less than 90
embankment
The contractor shall at least 7 working days before commencement of compaction
submits the following to the Site Engineer for approval.
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(i) The values of maximum dry density and optimum moisture content obtained
in accordance with IS: 2720 (Part-7) or (Part-8), as the case may be,
appropriate for each of the fill materials he intends to use.
(ii) A graph of density plotted against moisture content from which, each of the
values in (i) above of maximum dry density and optimum moisture content
were determined.
(iii) The Dry density-moisture content - CBR relationships for light, intermediate
and heavy compactive efforts (light-corresponding to IS: 2720 (Part-7),
heavy - corresponding to IS: 2720 (Part-8) and intermediate (in-between the
two) for each of the fill material he /she intends to use in the sub-grade.
After identification of borrow areas based on guidelines, Contractor will fill reporting
format Annexure III) and submit the same for approval of the "Site Engineer".
After receiving the approval contractor will begin operations keeping in mind the
following:
Haulage of material to embankments or other areas of fill shall proceed only when
sufficient spreading and compaction plan is operating at the place of deposition.
No excavated acceptable material other than surplus to requirements of the contract
shall be removed from the site. If the contractor removes acceptable material from
the site to suit operational procedure in excess of requirement, then shall make good
any consequent deficit of material arising there from at his /her own cost.
Where the excavation reveals a combination of acceptable and un-acceptable
materials, the Contractor shall, unless otherwise agreed by the Engineer, carry out the
excavation in such a manner that the acceptable materials are excavated separately for
use in the permanent works without contamination by the un-acceptable materials.
The acceptable material shall be stockpiled separately.
The Contractor shall ensure that he does not adversely affect the stability of
excavation or fills by the methods of stockpiling materials, by locating plants and
machinery or camps or buildings over such sites.
Borrow Areas located in Agricultural Lands
The preservation of topsoil will be carried out in stockpile.
A 15 cm topsoil will be stripped off from the borrow pit and this will be stored in
stockpiles in a designated area for height not exceeding 2m and side slopes not steeper
than 1:2 (Vertical: Horizontal).
(i) Borrowing of earth will be carried out up to a depth of 1.5mtr from the
existing ground level.
(ii) Borrowing of earth will not be done continuously throughout the stretch.
(iii) Ridges of not less than 8m width will be left at intervals not exceeding 300m.
(iv) Small drains will be cut through the ridges, if necessary, to facilitate drainage.
(v) The slope of the edges will be maintained not steeper than 1:4 (vertical:
Horizontal).
Borrow Areas located in Agricultural land where un-avoidable
(i) The preservation of topsoil will be carried out in stockpile.
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(ii) A15 cm topsoil will be stripped off from the borrow pit and this will be stored
in stockpiles in a designated area for height not exceeding 2m and side slopes
not steeper than 1:2 (Vertical: Horizontal)
(iii) Borrow area near to any surface water body will be at least at a distance of
1.5m from the toe of the bank or high flood level, whichever is maximum.
Borrow Areas located in Elevated Lands
(i) In addition to the provisions mentioned above there should be silt fencing of
the top soil stockpile for prevention of erosion and the slopes stabilization
through grass turfing or coving with mulch of locally available climbers and
weeds or their seeds sown at 30cm interval across the slope followed with
watering through sprinkler so as to get the area covered under vegetation.
(ii) In locations where private land owner come forward to allow borrow pits for
deepening their property to improve agricultural returns the top soil of such
areas should be kept separately and excavation to the depth not exceeding
1 .5mtr in comparison with the level of the adjoining fields be carried out.
(iii) After taking out the materials the top soil should be uniformly spread over
such property to restore the fertility and environmental balance of the site.
Borrow Areas near Riverside
(i) The preservation of top soil will be carried out in the form of a stockpile.
(ii) A 15cm top soil will be stripped off from the borrow pit area and stockpile in a
designated area not prone to flood or river flow and not exceeding 2mtr in
height with site slopes not exceeding 1:2 (vertical to horizontal) gradient.
(iii) Borrow areas should not be very near to the toe of the embankment or flood
control structures, culverts or bridges over the river /nala bed, which may
endangered the stability of such structures. The borrow area should be at least
15mtr away from the toe line and or structures or any water body within the
riverbed to avoid misshapes.
Borrow Areas near Settlements
In addition to the regulations stipulated above for all borrow areas irrespective of their
location;
(i) Borrow pits near villages should be at least 1OOOmtr away from the nearest
settlement. If unavoidable, the pit will not be dug to a depth exceeding 30 cm
and provision should be made for drainage of water from such pits.
(ii) Such location should not be near any approach road to any dwelling or to any
agricultural property.
(iii) Such locations should not be within 15mtrs from any built up structure in the
village.
(iv) Such borrow pits should not be within 15mtr distance from schools and
playgrounds.
(v) All such borrow pits should have to be re-developed immediately after
borrowing is completed to restore the physical relief of the area and prevent
water logging after spreading the top soil uniformly over the area with
provision of drainage to keep it free from stagnate water.
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* General
If spoils are dumped as a fill material, that will be covered with layers of stockpiled
topsoil in accordance with compliance requirements as per MoEF /CPCB /SPCB
guidelines or as would be prescribed by the State Environment Impact Assessment
Authority.
Re-development Borrow Areas
The objective of the rehabilitation programme is to return the borrow pit sites to a safe
and secure area, which the general public should be able to safely enter and enjoy.
Securing borrow pits in a stable condition is fundamental requirement of the
rehabilitation process. This could be achieved by filling the borrow pit floor to
approximately the access road level.
Re-development plan will be prepared by the contractor before the start of work inline
with the owners requirement and to the satisfaction of environmental as well as public
safety.
The Borrow Areas will be rehabilitated as under in case of govt. land.
* Borrow pits will be backfilled with rejected construction wastes and will be
given a vegetative cover. If this is not possible, then excavation slopes will be
benched and depression will be provided with an embankment with approach
to the pit at one location, so that it can serve as a rain water harvesting and
percolation tank to recharge the ground water in highland locality.
* Borrow areas might be used for aquaculture in case landowner or the
community living nearby or the local Panchayatraj institution resolute the
develop it as a irrigation tank /aqua culture pond. In all such cases the borrow
area shall have to be provided with a embankment not exceeding 1.5mtr for
safety and security of wildlife domestic cattle and human beings. In all- such
cases the initial ground features, the conditions after borrowing and the
developed site has to be photograph and kept as a record as per the approval of
the Supervision Consultants environment expert.
The contractor will keep record of photographs of various stages i.e., before using
materials from the location (pre-project), for the period borrowing activities
(construction phase) and after rehabilitation (post development), to ascertain the pre
and post borrowing status of the area.
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GUIDELINE - 4
SITTING & LAYOUT OF CONSTRUCTION CAMP
(A) SITTING
The contractor shall identify the location of the construction camps, living
accommodation and ancillary facilities based on the following guidelines.
* The construction camps will be located at least 500 m away from habitations.
The living accommodation and ancillary facilities for labour shall be erected
and maintained to standards and scales as approved by the supervision
consultant and site engineer of PIU.
* On non agricultural lands, as far as possible
* Not within 1000m from any reserve forest, protected forest or protected area,
ecologically sensitive location, heritage sites.
* All sites used for camps must be above HFL with adequate drainage facility.
* Such site should not be directly or indirectly natural drainage channels of the
land or threatening the existence of the camp in case of cloud burst or heavy
rain fall.
* The camp should not be located on or near the corridor movement by wildlife.
* All sites must be graded, ditched and rendered free from depressions such that
water may not get stagnant and become a nuisance.
* The camp should be located at such a place that any spillage of stockpile
materials, chemicals, garbage and sewerage will affect the local residents and
/water sources.
(B) LAYOUT
It must be as per the plan approved by the competent authority mentioned in the
foregoing para. The Contractor during the progress of work will provide, erect and
maintain necessary (temporary) living accommodation and ancillary facilities for
labour to standards and scales approved by the engineer. All temporary
accommodation must be constricted and maintained in such a fashion that
uncontaminated water is available for drinking, cooking and washing. Safe drinking
water should be provided to the dwellers of the construction camps. Adequate
washing and bathing places shall be provided, and kept in clean and drained
condition. Construction camps are to be sited away from vulnerable people and
adequate health care is to be provided for the work force.
Sanitation Facilities: Construction camps shall be provided sanitary latrines and
urinals. Sewerage drains should be provided for the flow of used water outside the
camp. Drains and ditches should be treated with bleaching powder on a regular basis.
The sewage system for the camp must be properly designed, built and operated so that
no health hazard occurs and no pollution to the air, ground or adjacent watercourses
takes place. Compliance with the relevant legislation must be strictly adhered to.
Garbage bins must be provided in the camp and regularly emptied and the garbage
disposed off in a hygienic manner.
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Shelter at Workplace: At every workplace, At every workplace, there shall be
provided free of cost, four suitable shelters, two for meals and two others for rest,
separately for use of men and women labourers. The height of shelter shall not be less
than 3m from floor level to lowest part of the roof. Sheds shall be kept clean and the
space provided shall be on the basis of at least 0.5m2 per head.
Canteen Facilities: A cooked food canteen on a moderate scale shall be provided for
the benefit of workers wherever it is considered necessary. The contractor shall
conform generally to sanitary requirements of local medical, health and municipal
authorities and at all times adopt such precautions as may be necessary to prevent soil
pollution of the site.
Day Creche Facilities: At every construction site, provision of a day creche shall be
worked out so as to enable women to leave behind their children. At construction sites
where 20 or tnore women are ordinarily employed, there shall be provided at least a
hut for use of children under the age of 6 years belonging to such women. Huts shall
not be constructed to a standard lower than that of thatched roof, mud walls and floor
with wooden planks spread over mud floor and covered with matting. Huts shall be
provided with suitable and sufficient openings for light and ventilation. There shall be
adequate provision of sweepers to keep the places clean. There shall be two
maidservants (or aayas) in the satisfaction of local medical, health, municipal or
cantonment authorities. Where the number of women workers is more than 25 but less
than 50, the contractor shall provide with at least one hut and one maidservant to look
after the children of women workers. Size of creches shall vary according to the
number of women workers employed.
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GUIDELINE - 5
SITE CLEARENCE
VEGETATION CLEARENCE
Guide Lines for Tree Felling and Removal
1. All trees above 30 cm girth at Breast height (measured 1.35 mtr) above ground
level on the down hill side.
2. Trees which are finally selected to be felled as per offset from centre line shall be
given a blaze mark at BH (1.015 mtr.) and at the base of the tree (blaze size
15X15 cm) cutting away and removing the bark portion. The blaze marked trees
are then branded with a property hammer duly registered with the local Divisional
Forest Office for such purpose as per Orissa Timber and other Forest Produce
Transit Rules 1982 to identify such trees as the trees to be felled.
3. Any tree, which is forked below the BH (1.35 mtr.) shall be having blazes on as
many numbers of trunks for branding each trunk separately as a separate tree.
4. All such blaze marks shall be painted with coal tar or black paint on the border of
the blaze.
5. All trees marked for felling and removal shall be enumerated jointly by
representatives of the PIU, Local Range Staff of Forest Deptt, local divisional
field staffs of Orissa Forest Development Corporation Ltd. and entered in a
register of trees in Triplicate as per the Performa given below duly countersigned
by the enumerators and their superior supervising officer who are to counter check
some of the measurements and other details at random not below 1% of the total
trees so marked.
6. The serial number as per the enumeration list shall be continuous and separately
maintained for left and right side of the road from starting point of each
(Territorial /wild life) divisional jurisdiction (Forest Division wise) as the case
may be. The blazes at BH and base of the tree shall be branded with digit hammer
to impress the serial number of the tree trunk (Digit hammers from 0 to 9) and
sound unsound nature of the tree trunk (S/D).
7. The species of tree to be felled shall be mentioned.
The enumeration list shall contain the following information. Chainage details km to
km, Tree S1. No., species, Girth class 30-60, 60-90, 90-120, 120-150, 150-180, 180-
210, 210-240 >240 in Cm., approximate length of clear bole, Hollow, sound /unsound
(H/S/D) condition of tree trunk. To determine the sound and unsound nature of trees
to be felled the following procedure to be followed.
(a) If there is any cavity or hollow visible at the base, middle or cutaway portion
of the clear bole or forked branches. -----------------------H
(b) If the tree trunk when struck with axe or hammer gives a hollow sound or
muffled sound. -----------------------------------------------H
(c) If the sound is like a drum ----------------------------------H
(d) If the timber is rotten and visible to naked eye. ----------D
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(e) If it is buttressed, ridged and furrowed with irregular protuberances and
epichromic branches or cancerous out growths like warts on the tree at several
places. -----------------------------------------------------------D
(f) If mushroom fruit bodies or out growths are visible at several places on the
tree trunk locally known as a "Chhatu" or Sambar eye in shape of Black or
brown /dark brown colour.-----------------------------------D
(g) If the trunk is split, half burnt or half cut and removed. --D
At the end of the enumeration list there shall be an abstract of total trees to be felled in
each girth class.
The enumeration of trees to be removed from forestland has to be made
separately irrespective of its location indicating the name of the forest (as per
Govt. records submitted for forest clearance maintaining separate serial for each
separate forest block of village forest, protected forest, Reserved Forest,
proposed reserved forest). In all such cases forest department marking hammer
shall be used to brand the identified trees to be felled and the work has to be
carried out meticulously taking only those trees coming within the Ro W
including diversion for traffic at identified places. Other than these trees, other
natural growth to be felled within hilly and forested track beyond the existing
ROW recorded in the same format as was previously explained in clause 1 to 7
stating the chainage detail.
All the copies of the enumeration list shall be compiled together on the Register of
trees to be felled and jointly signed in each page of original, duplicate and triplicate
by the respective field staffs of Forest Dept., OFDC Ltd & PIU and supervising
officer who has checked the same. After enumeration the trees are to be handed over
to the OFDC and proper receipt obtained to that effect from the designated officer
receiving the trees for removal in such cases the Sub Divisional manager and section
supervisor of OFDC Ltd.
Felling and Removal
Felling of trees shall commence in forest and non forest land in phased manner so as
not to obstruct the entire traffic flow. After the overhead transmission and
entertainment cables are removed the trees shall be felled. The forest corporation
shall engage dozer /poclain or such other machines for the removal of heavy tree
trunks from the work area and ROW including diversion to facilitate easy flow of
traffic and use devices so as to control the direction of felling to avoid damaging other
trees, buildings and other infrastructure along the road those are to be retained.
In case of trees to be felled which are adjacent to Temples, schools, residential or
community /Govt. structures the felling has to be controlled and executed after due
compensation has been paid by PIU for the damages/acquisition and the site vacated
by the occupiers. Till that time such trees shall not be felled. In all such Pvt.
Property, the values of the trees are to be evaluated and compensation paid prior to
felling. No private sale of any tree allowed in favor of any
individual/institution/community/group/club etc. to avoid pilferage, duplication and
misappropriation.
In all the cases after felling the trees are to be converted into log sections and fire
wood stacks of 1mX4mXlmtr. size on level ground and all logs are to be serially
numbered with branding of tree No, log No., one end of each log. The log serial
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number of the total lot worked out by OFDC has to be written on the cut end of each
log in black /blue paint which should tally with the entries in the conversion register.
The tree number log serial numbers and log section numbers are to be written in
English on the cut surface of the stump and the log ends. The same has to be copied
into 4 spare copies and one original for passing by designated forest officer as decided
by the concerned Divisional Forest Officer having jurisdiction when an application to
that effect is made to him as per Orissa Timber and other Forest Produce Transit
Rules etc by OFDC. The fire wood stacks should be serially numbered and stacks
size lmXlmXmtr made near stamp sites. All logs and fire wood billets which are
more than 1mtr girth to be branded with the property hammerer mark of OFDC
registered for the purpose and the conversion list submitted to the officer for passing.
The conversion register should also contain the list of firewood stacks obtain from a
group of trees adjacent to each other on either side.
The passing has to be carried out by the designated officer of Forest Dept. on Top
priority so as to facilitate road construction activity, by branding all the firewood
above one mtr girth and up to 1 mtr. length by passing hammer and all the logs and
billets branded with the property hammer of OFDC Ltd.
After passing is made permits shall have to be issued by the concerned OFDC official
or an officer of forest department specially engaged for this purpose for passing and
issue of perennial for immediate removal of the converted and passed material. Only
after removal of the passed materials from the stump site the contractor for going
ahead with the roadwork can uproot the stumps. Such stumps can be sold in public
auction by the PIU /OFDC as the case may be, or some such stumps may be preserved
on cemented platforms as showpiece for the road users and posterity to appreciate the
colossal nature of the trees those were existing on the avenue.
Heavy cranes may be required for lifting and loading the huge logs to trucks for
transport and OFDC shall be responsible for arranging the same and removing the
logs within a fort night to one month from the site after the materials are passed.
Felling operation has to be started in order of preference near bridges, culverts, open
country with sufficient scope for diversion of traffic and one side of the road where
the site Engineer, Contractor and Supervision Consultant decide to start the work first.
However instead of continuous stretch of many kms 1km stretches with 2 km gap has
to be considered while phasing out cutting operation and after completing one reach
the other reach is taken up. All young below 30cm girth plants, which can be
relocated at approach to bridge, culvert and animal under, passes are to be shifted first
of all during early rains when there are frequent showers by using shovel operators
and removals from the proposed ROW for unloading at relocation sites. In all such
cases the heavy side and lower branches of such trees are to be cut /pruned for easy
removal. Such trees which could not be felled due to constraints of damaging life and
property has to be removed in dismembering, the top branches if it is so required and
then main tree truck felled and removed.
The OFDC shall be responsible for timely felling, logging and removal of logs
firewood from the work place where as the Forest Deptt shall be solely responsible for
passing of timber and the fine wood and issue of permits to that effect. Any undue
delay or stoppage of passing and issue of permits for transport is likely to escalate the
project cost and the forest department should be held responsible for such additional
expenditure to state exchequer.
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The expenses may differ from place to place and depending on number of higher girth
class trees. Estimate of working cost shall have to be submitted by the OFDC to the
PIU after taking delivery of stock of trees to be felled and the same may be examined
by the PIU for sanction of approval and release of funds to remove the trees. Where
such funds are not released by PIU the royalty value of the trees calculated on unit
basis has to be assessed and deducted from the total working cost of the estimate and
balance released in phased manner on the basis of progress of work. Only royalty for
the trees to be removed from forestland has to be assessed along with natural tree
growth beyond the old ROW in forested areas. All other trees which are growing
within the existing ROW and which are compensated, for being the property of OWD
should not be levied with any royalty by forest department. Therefore separate tree
serial, separate conversion and passing list has to be made for calculation of royalty of
forest trees and natural growth outside ROW within forested tracts, Jungle blocks etc.
The royalty of the growing stock on acquired forest land to be removed is to be
calculated by the PIU with the help of the D.F.O having jurisdiction to settle the
royalty and the same should be based on prevailing royalty levied on OFDC for NH
widening activity within a year or so. The sale proceeds of the converted materials
obtained from the trees minus the working cost as decided divided by the PIU and
OFDC on 50% share basis as would be decided by the respective departments of
Works, Forest and OFDC management has to be settled before felling operation takes
places and the final royalty should be calculated on the basis of actual passing of
saleable materials in the field.
The OFDC shall be held responsible for theft of trees or felled materials and should
employ watch and ward to ensure safety and security besides stock piling of such
materials at strategic location or its depot.
The un salable trees /felled materials if any shall be finally inspected by a joint team
of officers from OFDC, Forest Department and PIU after passing at the time of field
inspection and recorded on the conversion register & passing list for reference and
record.
All uprooting of stumps shall be so done that it goes 60 cm to lmtr deep below the
formation level or 30cm below the sub grade level which ever is lower.
The OFDC ltd. shall remove the materials to nearest depots for disposal and deposit
the royalty as will be agreed upon by the respective authorities or as in vogue for such
other projects.
The trees on Pvt. land and Govt. forest land are to be worked out separately as some
are purchased by the OWD and handed over to the OFDC for felling and some are
compensated by depositing the NPV with forest Deptt. In both the cases the sale
proceeds minus the handling charges to be shared by 70:30 between PIU and OFDC
ltd. respectively after accounting for the cost of the trees in addition to working cost
approved for such trees to be removed.
The uprooted stumps can be dumped /stock piled at a place in heaps and sold in public
auction for use as ornamental structures or fire wood as the case may be which shall
be the responsibility of the PIU as uprooting has to be only carried out after the
removal of staked materials of fire wood and timber from work site.
Tripartite discussion has to be made between OWD /PIU, Forest Deptt. OFDC ltd for
setting the nity gritty of the operational details at high level so as to avoid delay and
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communication gaps, official red tapisim and beurocratic mishandling at all level and
facilitate smooth removal of tree growth.
All trees those are retained shall have to be serially numbered from chainage 0 to end
of the road and register maintained to that effect for reference, follow up action and
disposal when any one is required to be removed etc. by maintaining separate serial
number for the left and right side of road centre line.
For this all trees are to be provided with Aluminum foil punch marked numbers fixed
to each tree by nailing at a height above 1 '/2 mtrs. from down hill side visible to the
road.
The record keeping shall be in the following manner, while carrying out the
enumeration of trees to be retained.
Si. Condition of the
Si. Girth at BH on Hoeih boe otrete Estimated
N' Species the date of Hegto re quantity of Remarks
of enumeration clear bole Hollow fire wood
trees /Unsound /sound
The pits formed due to removal of stumps shall be filled up with 20 cm layers of
suitable Granular sub-base material and compacted.
All trees which have lost their major root system due to excavation of the road base
for relaying if giant and old standing opposite to wind flow from North West or South
East shall have to be carefully retained as there is a tendency of these old trees
toppling down during local whirl winds or cyclone. The site Engineer and the
Environment and Biodiversity supervision consultant shall decide the cause of action
in such cases when removal of any such retained tree is considered imminent.
In all such cases a joint list of such trees are to be made again by local Forest, OFDC
and site Engineer to obtain cutting and removal permission from the Forest Deptt. and
Plant adequate number of avenue plants in lieu there of.
Felling of Ficus Kadamba, Mango, Arjun trees having birds nesting area may be
delayed to wards the end of winter when the new borns are ready to fly out so as not
to destroy the wild life concentration along the corridor.
Branch cuttings and offsets of all types of Ficus, Bamboo, Mango, Tamarind, Jack
fruit etc. has to be taken for bud grafting in the nursery to retain the genetic diversity
and to treat the cuttings directly with rooting hormone and grow rooted offsets in the
nursery under mist chamber so that replica of the existing, vegetation can be recreated
in the adjacent degraded forest lands and waste lands along the corridor for the wild
life and site enhancement.
Precaution during felling and conversion of trees.
ca All workers must wear safety helmet or "hard hat" (miners helmet).
c2 Traffic movement should be restricted when posting Traffic control operators with
red flags so that they can warn the moving traffic to stop instantly is cutting down
trees.
c; No tree felling during rains and windy days to prevent accidental fall.
cze There should be ropes tied to the Tree trunk at reasonable ht. in order to control
the fall by operating through chain pully combination anchored to another stable
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tree or farm structure like pillars, posts, rock out crop crow bars as iron pegs
pushed into the ground at 30 incline.
ca One centry is posted near the felling site to sought with a mouthpiece so that
others at the traffic signal stop the traffic momentarily and the tree is brought
down.
cQ The supervisor, hand sawer, axe or power chain saw operator should be so
positioned that in case of sudden fall of the tree or any eventuality they can leave
the site for safety and the leaning direction, probable fall directions are well
estimated ahead of cutting to locate the vintage points of cutters position and
escape route ahead of cutting.
c;R Cleavages, Sun hemp or, HDPE ropes of required size depending on the girth and
height of the tree with sufficient spare length have to be used for safety and
reliability.
cze The flying splinters and broken branches are widow makers and therefore should
be watched out at the time of felling of trees so that workers, passers by and on
looks are at safe distance.
cQ As soon as the tree falls, the side branches must be cut down with power chain
saw or axe and billhook and removed from the road. Portable generators and
power chain saw, wedge and axe, raker tooth saw, Bow saw should be kept ready
at the work site for immediate action to clear the road with sufficient spare blades,
chains, pulley and P.O.L.
Rescue and first aid kits, gumboots, tight fitting gloves are to be used at the worksite
by the organization for safety and to avoid freak accidents.
1.1 Uprooting of Vegetation
Relocation of the young avenue trees, shrubs and bushes all along the corridor and cost
of such activity.
Trees below 30 cm dia, all shrubs yielding NTFP or evergreen and flowering type
requiring removal from ROW are to be uprooted with roots and ball of earth intact
through Shovel operators, pruning the lower branches up to 2mtrs and relocated in
identified locations nearby for animal under pass, site enhancement and such other
activity on all corridors .The Tree species which can be successfully relocated are
Acacia, Eucalyptus, Sisoo, Strebulus asper, Crateva nurula, Terminalia arjuna,
T.tomentossa, T.belerica, T.chebula, Phyllanthus emblica, Azadirachta indica, Ficus
species, Albizia lebeck, Shorea robusta, Mimosops elengi, Feronea liminea,
Tamarindus indica, Cizygium cumini, Bombax ceiba, Ceiba patendra, Peltoferum
feruginum, Acacia nilotica, A.leocophlea, Aegle marmelus, Butea frondosa,
Holoptilia integrifolia, Annogessus acuminata, Alstonea scholaris, Mytragyna
parviflora, Adina cardifolia, Spathodia companulata, Putranjiva roxburghi, Mangifera
indica, Ingadulsis, Buchnania lanjan, Madhuca latifolia etc.
The medium trees, shrubs, bushes are Nictanthes arbortistis, Soyimida fabrifoga,
Cassiaria tomentosa, Delonix regia, Pongamea pinnata, Samania saman, Cleistanthes
colinus Schleichera oleosa, Wood fordia fruiticosa, Embelia tsjeriam, E.ribes,
Tabemamentana coronaria, Hibiscus rosasinensi, Hollarhaena antidysemterica,
Combretum decandrum, Ixora, Gardenia gummifera, Lanea grandis, Murayya coingii,
Muraya exotica, Messua farrea, Zizyphus, Cypedesa fruiticasa.
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Bushes and Grass
Eulaliopsis binata, Vetiver zizanoides, Sacchrum munj, Broom grass, Flaucortia
catafracta, F.romantai, Randia dumetorum, R.tetrasperma, Adhatoda vasica or
Justacea adhatoda, Jatropha curcas, Glycosmis pentaphylla etc.
Method of planting
Pits of Im3 at lmtr interval from edge to edge or 2 mtr interval from centre to centre
in the area to be vegetated on the nala & river banks, water harvesting structures, base
of embankments in a single or multiple row are dug up by shovel operator and the
Top soil on one side and bottom soil on another side.
The trees shrubs, bushes and clumps of grass to be relocated by removal from RoW
are to be selected close to the planting site by peg marks with red flags on the trees at
BH.. The shovel operator has to dig up the marked tree/shrub/clump only after
marking its surrounding ground with shovel while keeping a ball of earth (minimum
0.33 mtr wide) at the base so that when the tree /shrub is lifted the ball of earth
remains intact. The ball of earth with the plant are then lifted and covered with a thin
Hessian cloth (onion bags) or similar material and tied to the stem of the plant at
collar and lifted to haulages vehicle. For easy carriage except the top ends many of
the larger side branches at times have to be pruned to reduce the volume of biomass
and reduce loss of moisture and stored food.
These plants with ball of earth are then unloaded at the planting site and
transferred to the pit manually or through crane or shovel and the topsoil is then
pushed into the pit. The pit is thus half filled and then watering done. The
bottom soil heap together with compost /cowdung manure one basket,
Carbendazim and Mancozeb 5gms /pit, Chloropyrophos 50 gms per pit mixed
together and filled into the pit and spread around the plant. The soil around the
plant is then pressed by toe so as to make a depression and firm the base around
the plant and balance spread out like the shape of a saucer to promote water
accumulation in hilly and draught prone area..The relocated plants are then
watered adequately .The exposed roots out side the ball of earth are pruned
with sharp seckature or bill hook and smeared with anti fungal paint or coal tar.
Regular planting of one clump of grass alternating with shrub and bushes has to be
done and then the 2nd and 3rd row in succession. The work should be taken up in early
rainy season 1" of July to end and once the tree starts showing secondary growth
(after 20 to 30 days of planting) well digested slurry containing 20 kg cow dung, 20
kg. Bhuin neem fermented in an open vat mixed with 2000 liters of water is applied
at the base of each plant @ 2 litre per plant twice a month up to end of October,
followed by summer watering from mid February onwards at fort nightly interval (to
encourage rapid growth) up to end of 15 th June next year during the 1st year of
planting.
Un -wide, bent, deformed, damaged, diseased plants should not be selected for
relocation.
In areas affected by high velocity wind the relocated trees /shrubs/bushes are to be
provided with forked bamboo" stay" to prevent up rooting in the first year.
No up rooted plant for relocation be kept under direct sunlight or dry condition for
days together. It has to be planted the same day in the field or in case of delay kept
under shade with sprinkling of water and covering of wet Jute gunny bags/wet paddy
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straw at least for a day only. The ball of earth with covered gunny bag is to be
sprinkled with water so as to keep it moist.
Though it is best to uproot plants when these are leafless to have minimum food and
transpiration loss and stress to the plant, on account of summer heat ahead, this is not
recommended.
Per plant cost will come down to Rs.500/-(Rs.150/-per clump for shrubs and bushes)
minimum including the cost of shovel operation, carriage and after care for 3 years
only. Other incidental charges can be worked out depending on the site condition and
distance to be covered from the site of removal up to site of planting if it is more than
10 Kms.
Compared to a 10 year waiting period and uncertainty over actual growth the
relocation of lower girth trees, shrubs and bushes, grass clumps along the side of the
existing road using the existing corridor wise vegetation makes it more impressive
and eco-friendly without the ugly sign of destruction and denudation besides saving
time and environmental requirements.
While the work is in progress at least the site enhancement near Temples, Market
places, Hospitals, River &, nala banks, approaches of feeder roads, schools, colleges,
hostels can be under taken in the first phase. Improvement of barren, eroded patches
can also be achieved in such manner to get an extra facelift of the area.
There should be some gaps left intermittently on each line of planting (re location) to
introduce bamboo rhizomes / rooted bamboo off sets put inside earth filled gunny
bags (Dwarf thorny bamboos of Bambusa arundinacea, Cephalostachium, Salia,)
Narium oleander, Bignonea, Adanthera pavonina, Bauhinia variegata, B.racemosa,
B.purpuria, B.retusa, Lagerstromea indica, L.parviflora, Michelia champaka,
Mangifera indica, Mallotus phillipinensis, Madhuca indica, Nyctanthus, Schleichera,
Alstonea pot plants as site enhancers.These plants flower at different time of the year
to add beauty to the corridor.
These works are to be taken up simultaneously through independent agency except on
forestland where MoU for speedy implementation of habitat development in
consultation with the Environment supervision consultant and local DFOs.may be
arranged.
Relocation of Streospermum acerifolium, Sterculia urens, Cyzigium cumini,
Putranjiva can be planted in the 2nd row and long bamboo, Semul, Mango, Palmyra
palm, Caryota urens, Terminalia arjuna, T.alata, T.catappa, T.belerica, T.chebula, can
be raised on the 3rd row of avenue planting where land is available beyond the 16mtr
width for planting.
No planting or relocation activity to be undertaken below any power transmission
line or over the Fiber optic cable routes.
No relocation should be carried out in shallow soil and rocky out crops or dry land
areas other than near water sources and water bodies. In all such cases the surplus
soil can be spread in layers and plantation can be taken up with shrubs and grasses.
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GUIDELINE - 6
WASTE DISPOSAL SITE MANAGEMENT
The locations of Waste Disposal sites have to be selected such that:
* Residential areas are located on the up wind direction of the site.
* Minimum 500 m away from sensitive locations like Settlements, Water body,
protected areas stream and river flow, flood plains, educational institutions and
religious sites, play ground and drainage channels.
* Not on the wildlife movement tracks.
* Duly approved by the supervision consultant, environmental expert and the local
SPCB authority, Municipal and NAC and the local Panchayat.
* Hazardous and contagious waste material are not intended to be dumped at such
locations.
* Proper barricading is made to prevent spread of the waste material through action
of wind, water, scavengers or rat pickers.
Environment Engineer of SC Consultant and Executive Engineer of PIU must
approve the Plan.
PRECAUTIONS TO BE ADOPTED DURING DISPOSAL OF DEBRIS /
WASTE MATERIAL
The contractor shall take the following precautions while disposing off the waste
material.
* During the site clearance and disposal of debris, the contractor will take full care
to ensure that public or private properties are not damaged/affected, there is no
dwellings below the dumpsite and that the traffic is not interrupted.
* Contractor will dispose off debris only to the identified places or at other places
only with prior permission of Engineer-in-Charge of works.
* In the event of any spoil or debris from the sites being deposited on any adjacent
land, the contractor will immediately remove all such spoil debris and restore the
affected area to its original state to the satisfaction of the Engineer-in-Charge of
works.
* The contractor will at all times ensure that the entire existing canal and drains
within and adjacent to the site are kept safe and free from any debris.
* Contractor will utilize effective water sprays during the delivery and handling of
materials when dust is likely to be created and to dampen stored materials during
dry and windy weather.
* Materials having the potential to produce dust will not the loaded to a level higher
than the side and tail boards and will be covered with a tarpaulin in good
condition.
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* Any diversion required for traffic during disposal of debris shall be provided with
traffic control signals and barriers after the discussion with local people and with
the permission of Engineer-in-Charge of works.
* During the debris disposal, contractor will take care of surrounding features and
avoid any damage to it.
While disposing debris / waste material, the contractor will take into account the wind
direction and location of settlements to ensure against any dust problems.
GUIDELINES FOR REHABILITATION OF DISPOSAL SITES
* The dumpsites have to be suitably rehabilitated by planting local species of shrubs
and other plants. Local species of trees has also to be planted so that the landscape
is coherent and is in harmony with its various components.
* In cases where a dumpsite is near to the local village community settlements, it
could be converted into a play field by spreading the dump material evenly on the
ground. Such playground could be made coherent with the landscape by planting
trees all along the periphery of the playground.
* Some of the dumpsites could be used either for plantation or for growing
agricultural produce such as ginger, turmeric or oranges etc.
* Care should always be taken to maintain the hydrological flow in the area.
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GUIDELINE - 7
TRAFFIC MANAGEMENT DURING CONSTRUCTION
The roads are being upgraded. The work of up gradation will be undertaken at
different locations at different stages to avoid inconvenience to the traffic.
CONSTRUCTION ZONES
The following dimensions are suggested:
Advance working zone 300 m
Approved transition zone 100 m
Working zone 500 m
Terminal transition zone 100 m
The contractor will put all the signages, delineators and Baricades and lateral buffer
zones.
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GUIDELINE - 8
SOIL EROSION AND SEDIMENTATION CONTROL
All materials shall meet commercial grade standards and shall be approved by the
Engineer before being used in the work.
CONSTRUCTION OPERATIONS
Prior to the start of the relevant construction, the contractor shall submit to the
Engineer for approval, his schedules for carrying out temporary and permanent
erosion/sedimentation control works as are applicable for the items of clearing and
grubbing, roadway and drainage excavation, embankment/sub-grade construction,
bridges and other structures across water courses, pavement courses and shoulders.
He shall also submit for approval his proposed method of erosion/sedimentation
control on service road and borrow pits and his plan for disposal of waste materials.
Work shall not be started until the erosion/sedimentation control schedules and
methods of operations for the applicable construction have been approved by the
Engineer and the Supervision Consultant's Environment Export.
The surface area of erosion prone earth exposed by clearing and grubbing, excavation,
borrow and fill operations shall be limited to the extent practicable. The Contractor
may be directed to provide immediate control measures to prevent soil erosion and
sedimentation that will adversely affect construction operations, damage adjacent
properties, or cause contamination of nearby streams or other watercourses. Such
work may involve the construction of temporary berms, dikes, sediment basins, slope
drains and use of temporary mulches, fabrics, mats, seeding, or other control devices
or methods as necessary to control erosion and sedimentation.
The Contractor shall be required to incorporate all permanent erosion and
sedimentation control features into the project at the earliest practicable time as
outlined in his accepted schedule to minimize the need for temporary erosion and
sedimentation control measures.
Temporary erosion /sedimentation and pollution control measures will be used to
control the phenomenon of erosion, sedimentation and pollution that may develop
during normal construction practices, but may neither be foreseen during design stage
nor associated with permanent control features on the project.
Where erosion or sedimentation is likely to be a problem, clearing and grubbing
operations should be so scheduled and performed that grading operations and
permanent erosion or sedimentation control features can follow immediately
thereafter if the project conditions permit; otherwise temporary erosion or
sedimentation control measures may be required between successive construction
stages. Under no conditions shall clearing and grubbing or excavation without prior
approval of the Engineer and Environment consultant expose a large surface area of
credible earth material at one time.
The Engineer may limit the area of excavation, borrow and embankment operations in
progress, commensurate with the Contractor's capability and progress in keeping the
finish grading, mulching, seeding and other such permanent erosion, sedimentation
and pollution control measures, in accordance with the accepted schedule.
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Temporary erosion is sometimes caused due to the Contractor's negligence,
carelessness or failure to install permanent controls. Sedimentation and pollution
control measures then become necessary as a part of the work as scheduled or ordered
by the Engineer, and these shall be carried out at the Contractor's own expense.
Temporary erosion, sedimentation and pollution control work required, which is not
attributed to the Contractor's negligence, carelessness or failure to install permanent
controls, will be performed as ordered by the Engineer.
Temporary erosion, sedimentation and pollution control may include construction
work outside the right of way where such work is necessary as a result of road
construction such as borrow pit operations, service roads and equipment storage sites.
He shall maintain the temporary erosion, sedimentation and pollution control features
installed by the Contractor till these are needed, unless otherwise agreed by the
Engineer.
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GUIDELINE - 9
WORKERS SAFETY IN COMMON OPERATION AND DURING
CONSTRUCTIONS
HOUSE KEEPING PRACTICES
1. Maintain washrooms and canteens
2. Keep all walkways clear and unobstructed at all times
3. Ensure that spillages of oil and grease is avoided or collected in a wide
container.
4. Stack raw materials and finished products out of walkways inside roads
5. Do not leave tools on the floor or in any location where they can be easily
dislodged.
6. Keep windows and light fittings clean
7. Maintain the workplace floors dry and in a non-slippery condition
8. Provide and maintain proper drainage system to prevent water logging
9. Use metal bins for collection of oily and greasy rags, store all flammable
materials in appropriate bins, racks or cabinets with proper cover for avoiding
the emission of strong odor and gasses.
10. Ensure that protruding nails in boards or walls are moved or bent over so that
they do not constitute a hazard to people.
11. Make sure that hazardous/dangerous chemicals are kept in the goods stores
with the appropriate labeling, display of the material-safety-data-sheet
(MSDS) and other precautionary measures
12 Display 'no smoking' signs in areas with high risks of fire, e.g. paints,
curtains, hessians, rubber, wood and plastic etc. in and around working area.
SAFE LAYOUT IN THE CONSTRUCTION PLANT, CAMP AND
QUARRYAREAS
I. Arrange perimeter fencing
2. Ensure good visibility and safe access at site entrances
3. Provide adequate warning signs at the entrance and exit where necessary
4. Provide adequate space/area for loading and unloading, storage of materials,
plant and machinery
5. Display emergency procedure and statutory notices at conspicuous location
6. Consider welfare facilities required
7. Provide areas for dumping garbage and other waste material, and also arrange
for their regular clearance.
8. Arrange storage, transport and use of fuel, other flammable materials and
explosives in line with the license requirements to be obtained from
appropriate authorities
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10. Provide access roads and plant movement areas within the site.
11. Ensure the availability of first aid facilities and display notices at the various
work places showing the location of first aid facilities
12. Provide proper drainage and sewage facilities
TREE FELLING
* Use hard hats during tree felling
* Ensure tools such as the axes power chain saw, hand saw of different types, HDPE
ropes of approved thickness to drag felled trees and logs and regulate felling.
* To keep the saw blades in proper lubrication and sharpened state for efficient
workability.
* Determine proper foot and body position when using the implements for felling,
cutting and dragging.
* Wear appropriate foot protection and avoid cutting branches overhead.
* Keep first aid kits ready at the site
* Determine possible hazards in the area, e.g. electrical or telephone or other utility
lines, buildings, vehicles and domestic cattle.
* Prior to felling, determine the safest direction of fall to orient fixing of ropes and
cutting positions.
* Determine the proper hinge size before directing the fall.
* Keep machineries and workers ready for speedy removal of the tree from the main
traffic movement area for facilitating traffic flow.
* To keep flag men and warning signal signage at either end of felling area to
control movement of traffic and passers by.
* Use loud noise signals for warning by standers and work men about the
impending fall, so as to scurry for safe locations away from the direction of fall.
NOISE HAZARDS AND ITS CONTROL
1. Use sound level meters to measure the level of noise and if it exceeds 85
dB(A), then ensure preventive measures.
2. Make personnel aware of noisy areas by using suitable warning signs and
insisting that ear protector /ear plugs are used to prevent excess noise affecting
the motor nerves of workmen by applying basic tests to assess the effect of
noise pollution.
3. Reduce noise at source by improved equipments, regular and proper
maintenance as per the manufacturers manual, replacing rickety and noisy
equipments and machineries. Screening locations with noise absorbing
material, making changes in the process/equipment, controlling machine
speeds, ensuring that two noise-generating machines are not running at the
same time parallel to each other at same location, using cutting oils and
hydraulic noise breakers, vibration and noise absorbing plat form and firm
embedding the equipments with fasteners.
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4. Appoint a competent person to carryout a detailed noise assessment of the site,
designate ear protection zone, and give instructions on the necessary
precautionary measures to be observed by un site personnel, using suitable
type of ear protection equipments.
5. In construction or repair work, noise should be kept to a low-level bearing in
mind the disturbance to local residents.
ROAD WORKS
1. Post sign ages at appropriate location as per the road construction activity plan
to causation the road users and haulage vehicle operators, pedestrian traffic.
2. Express a regret signage for the inconvenience caused and the dangers ahead
on account of construction activity in progress. The devices such as
regulatory signs, delineators, barricades, cones, pavement markings, lanterns
and traffic control lights, reflectors and signal men are to be placed in position,
round the clock.
3. While using signs, ensure that they are (i) simple, easy-to-understand and
convey only one message, (ii) Florescent and reflective properties of the paints
and signage used iii) broad, prominent and of appropriate size of letters and
figures.
4. While using barricades, ensure that traffic is kept away from work areas and
the road user is guided to the safe, alternative movement track.
5. Ensure that excavation sites are provided with effective barriers and reflecting
signage to prevent any accidental approach by vehicles during the day and
night. Prevent entry cattle and wildlife through proper fencing around the
excavation sites.
6. Position appropriate signage at standard distance from the work area, so as to
ensure the reaction time required for speed control and negotiating the desired
diversions etc.
8. Provide effective uniform to Flagmen engaged in traffic control at diversions
so that they can be single out from out of the moving traffic by way of wearing
light reflecting garments and using wide red flags and green flags or red /green
light.
9. In high and traffic zones and noisy and clumsy traffic areas use of wireless
communication devices with protective headgear and shoes by flagmen can
prevent lots of complicacies and accidents.
ELECTRICAL HAZARDS IN CONSTRUCTION AREAS
Statutory warning leaflets are to be distributed by the contractor to all workers
officers and supervisors as well as the public in the vicinity of work site where
demolition and construction or felling operation are in progress or where it is planted
to be executed indicating the do's and don'ts at such locations, which should contain
the following:
1. Treat all wires as live wires and all pipes to be pressurized, which is unsafe.
2. Never touch dangling wires, but report them to the site incharge.
3. Unless you are a qualified electrician, do not attempt electrical repairs
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4. Never attempt to repair a fault unless you are a trained electrician or mechanic
of electrical equipment and never handle any electrical appliance when it is
wet or when your hands are wet or you are standing in water
5. Shot down the equipment that is sparking or getting over heated or emitting
smoke at the time of operation, if it is not the normal way of working of the
machines. Inform your technical head for required maintenance.
6. Never used damage or licking wires for electrical connection.
7. Never allow equipments or traffic to walk over live wires.
8. Demolition, tree felling and removal of overhead transmission lines require
strong and efficient fail safe arrangement to control the traffic and avoid
accidents.
USE AND STORAGE OF GAS/LPG
I . Store filled gas/LPG cylinder in the open area, i.e. outside of the building
2. Transport, store, use and secure cylinders in upright position
3. Ensure proper ventilation at the ground level in locations where gas/LPG is in
use
4. Avoid physical damage to the cylinders
5. Never weld or cut on or near the cylinders
6. Store empty cylinders secured and upright
7. Make sure that the cylinder is closed immediately after use
8. Investigate immediately if there is the smell of LPG or gas
9. Never use destenched gas/LPG on site.
10. Make sure that there is no other unrelated fire in the vicinity of the cylinder
OPERATION OF EXCAVATORS
1. Ensure that excavators are operated by authorized persons who have been
adequately trained.
2. Prevent unauthorized use of the excavators.
3. Check and maintain as per the manufacturers manual and local working
conditions.
4. Issue relevant information, including those related to instruction, training,
supervision and safe system of work in writing and provide expert supervision
for guidance.
5. Ensure that the operation and maintenance manuals, manufacturer's
specifications, inspection and maintenance log books are provided for the use
of the mechanics, service engineers or other safety personnel during periodic
maintenance, inspection and examination.
6. During tipping or running alongside the trenches, excavators must be provided
with stop blocks.
7. Excavators must be rested on firm ground after field operation.
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8. Avoid operating the machine too close to an overhang, ditch or hole, potential
carving in edges, falling rocks and land slides, rough terrain with undulating
obstacles.
9. Locate and identify underground services by checking up all utility providers
underground, such as telephone cables, OFC cables, sewerage and drainage,
water supply, electrical cables etc.
10. Ensure that experienced and competent persons are engaged in supervising all
excavations and leveling activity for proper orientation of the work.
11. When reversing or in cases where the operator's view is restricted, adequate
supervision and signaling arrangements should be provided.
12. Ensure that the type and capacity of the excavator are properly chosen for the
intended purposes and site conditions. Never use a machine for any purposes
other than it is designed for.
13. Check and report for excessive wear and any breakage of the bucket, blade,
edge, tooth and other working tools of the excavator and ensure replacement
/repair to avoid mishap and break down.
14. Check that all linkages/hinges are properly lubricated and ensure that the
linkage pins are secured. Never use improper linkage pins.
15. Never dismount from or mount on a moving machine.
OPERATION OF TRUCKS AND DUMPERS
1. Ensure that only trained, authorized and licensed drivers operate the vehicles
2. Enlist the help of another worker before reversing the vehicle
3. Switch-off the engine when not in use to save fuel, prevent accidents and
unnecessary noise and air pollution.
4. Lower the tipping bodies when the machine is unattended, but if it is necessary
to leave them in the raised position they should be blocked to prevent their fall
by fixing a sturdy support below.
5. Carryout periodic servicing to the manufacturer's requirements. All records of
maintenance and repairs should be in writing or kept on site.
6. Keep the vehicle tidy and the cabin free from clumsy utilities, which might
obstruct the controls and create hazards.
7. Follow speed limits as per traffic signage.
8. Avoid carrying additional passengers in the cabin or on the body of the
dumper, while in field operation other than the connected workers.
9. Follow safe driving principles and avoid running the vehicle across the slopes
on uneven ground.
10. Provide stop blocks when the vehicle is tipping into or running alongside
excavations or when it is parked.
11. Avoid overload the vehicle.
12. Carry only well secured loads, which are likely to pollute the air and spillover
to pollute the soil and water through proper use of covers and fasteners.
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GAS WELDING
1. The welders and welding units should follow the basic principles of welding
for safety and security.
* Use Face shield to protect the eyes.
* Goggles, particularly when chipping slag and cutting strips.
* Gloves long enough to protect wrists and forearms against heat, sparks,
molten metal and radiation hazards.
* Use high-top boots /gum boots to prevent sparks, splinters, sharp edges of
metal and hot welded strips, welding rods, electric cables etc. injuring the
legs.
2. Avoid inhaling the noxious fumes and gasses from burning electrodes by
using gas masks and screen of the week area to prevent the glair moving
outside the work area.
3. Keep the key hung from the regulator control for split seconds operations to
stop the valve in case of any accidental damage or lick age to supply pipe line
that may catch fire and cause accidents in case acetylene or LPG cylinder.
4. The welding shop should have sufficient opening by fixation of exhaust
ventilators or adequate air flow openings to remove poisonous fumes and
gases.
5. Take precautions to wear hard hats or fiber helmets to prevent injury due to
fall of any object and accidental injury from projections while welding.
6. Welders operating above ground should have adequate safety belt secured to
stable platform to prevent accidental fall or injury from the scaffold. All
electrical and gas connection lines up to the welder should be sufficiently
insulated and protected from sharp edges and sharp objects together with
coming in contact of hot metal.
7. Do not use gas cylinders for supporting work or as rollers.
8. While using liquid LPG or CNG cylinders for welding follow all safety
precautions as has been prescribed by the supplier company and follow the
golden working principles to avoid fire hazards and accidents by posting
safety supervisors to oversee the activities of workers.
9. Do not store explosives, high inflammable materials, loose hanging overhead
objects, hot welded strips near gas cylinders.
10. Close all valves, swatches and circuits while leaving the work place under
proper lock and key. In case of mobile units proper carniage procedure should
have to be follow for safety and security the men and materials.
MANUAL HANDLING AND LIFTING
1. Avoid manual handling of heavy and hazardous objects and chemicals.
2. Pre assess the actual require of manpower in case of emergency requirements
to handle or lift any load manually, so as to safely execute the work.
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3. The hazardous and poisonous materials should not be manually handled
without proper equipments and gears with prier declaration of the risks
involved to the workers.
4. All relevant persons shall be trained in the proper methods of lifting and
carrying.
5. In all manual operations where groups of worker are involved, a team leader
with necessary vocabulary to enthuse the entire work force for working in
unison and full force has to be provided for.
6. Watch and ward to control and supervise movement of equipments and
machineries, loading and unloading stability of the stockpiled materials and
irregularly shaped objects have to be provided for safety and security of
workers, while guiding them properly.
7. The carriageway used by the manual workers must be free from objects which
are dangerous for the safety and security of workmen.
8. Loading and unloading from vehicles shall be under street supervision of a
leading personality.
9. Use personal protective equipment such as gloves, safety shoes, etc.
10. Adopt the following procedure when you lift a load:
11. Stand close to the object. Have a firn footing with feet spread on either side of
the road.
12. Bend the knees and keep your back as straight as you can
13. Grasp object firmly. Be sure grip will not slip
14 Breath in and throw the shoulder back wards.
15. Straighten the legs, continuing to keep the back as straight as you can.
16. Hold object firmly close to the body
17. Always lift smoothly. Avoid jerky motions. Turn with feet instead of twisting
the back.
HANDLING CHEMICALS AND HAZARDOUS SUBSTANCES
1. As far as practicable the hazardous materials will be stockpile under proper
mechanical loading, unloading and stacking aided by manual labour where
necessary.
2. Adopt ingenious modifications in the work pattern and basic components to
prevent injury and health hazards caused by the hazardous materials.
3. Exercise great care in the storage and use of chemicals because they may be
explosive, poisonous, corrosive or combustible.
4. Separate different chemicals physically and stored.
5. Stock taking of all hazardous should be mandatory at all locations together
with safety standard drill exercise give in to the intended work force.
6. New and unknown chemicals and building materials which toxicological
studies are wanted for field use should be properly evaluated prier to its
inclusion in the items of materials lists.
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7. All containers should be clearly labeled to indicate contents. Never use a
wrongly labeled container for chemicals.
8. Maintain the Material Safety Data Sheet of all chemicals for reference on
safety precautions to be taken and the use of suitable PPE.
9. Ensure that you are wearing the correct personal protective equipment before
you handle chemicals.
10. When opening containers, hold a rag over the cap or lid, as some volatile
liquids tend to spurt up when released.
11. Wash before you eat and do not eat at the work place.
12. If the skin is splashed with a chemical, rinse it immediately with plenty of
clean water. Eye should be flushed thoroughly with water followed by
immediate medical attention.
13. Eye fountain, emergency shower and breathing apparatus should be available
in the vicinity of the workplace.
14. Safety instructions for handling emergency situations should be displayed
prominently at both the storage and use locations.
FIRST AID
1. Provide first aid boxes at every site
2. Ensure that training on the use of the first aid box is provided to a handful of
staff working in the site.
3. Display the list of persons who are trained on providing first aid.
4. Ensure that every first aid box is marked plainly "First Aid" in English and
local language.
5 The responsible person or first aider should replenish the contents of the first
aid box as necessary.
PERSONAL PROTECTIVE EQUIPMENT
General
1. Consider the provision of personal equipment only after all measures for
removing or controlling safety hazards have been provided reasonably
impractical.
2. Ensure that sufficient personal protective equipment are provided and that they
are readily available for every person who may need to use them.
3. The management should ensure that all persons make full and proper use of
the personal protective equipment provided.
4. Provide instruction and training in the proper use and care of any specific
protective equipment where necessary.
5. Do not willfully misuse, interfere with or ill-treat any protective clothing and
equipment provided.
6. Ensure that the personal protective equipment are in good condition. Report
unintentional any damage to the management for replacement. Always keep
the personal protective equipment as clean as possible.
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Eye Protection
1. Road construction work sites and quarries are full of dust particles, sand,
splinter, harmful gases, bright light and welding arc lights which are injurious
for the eyes. Therefore work areas are to be adequately lighted with out
straining the eyes.
2. All workers, supervisors and inspection officers and dignitaries coming over
for study of works should compelled to wear sun glasses or goggles snuggly
fitting to the eye sockets to prevent damage due to dust and other particles.
Head Protection
1. Hard hat conditions are compulsory for all workers, supervisors, advisors and
seniors while inspecting any work sites for the safety of all.
2. In case of over heated and heavy objects special goods, gloves, air filters, fire
extinguishers and equipments are to be provided to work force.
Hearing Protection
1. Provide ear plugs or ear muffs as required. Use re-usable earplugs when the
reduction required (15-25 dBA) is not excessive. Use earmuffs where a large
attenuation of up to 40 dBA is demanded.
2. Do not use dry cotton wool for hearing protection because it cannot provide
any.
3. Provide disposable ear plugs for infrequent visitors and ensure that they are
never re-used.
4. Provide re-usable ear plugs for those who need to work continuously for a
long period in a high noise area.
5. Use ear muffs with replaceable ear cushions because they deteriorate with age
or may be damaged in use.
6. Avoid wearing spectacles with ear muffs.
7. Use soap and water or the reconlnended solvent for cleaning ear muffs.
8. Provide ear muffs for those who may need to get in and out of a high noise
area frequently.
RESPIRATORY (PROTECTIVE) EQUIPMENT
1. Wear suitable respirators for protection when there is a potential for small
particles entering the lungs, e.g. emptying of cement bags.
2. Ensure that he explanatory can provide adequate protection.
3. Provide training to all persons using the respirators for their correct fitting,
use, limitations and symptoms of exposure.
4. Clean and inspect all respirators before and after use.
5. Store respirators properly when not in use.
Safety Footwear
1. Wear suitable footwear for work
2. Use safety footwear on site or in other dangerous areas
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3. Wear suitable safety shoes or ankle boots when working anywhere where
there is high risk of foot injuries from slippery or uneven ground, sharp
objects, falling objects, etc.
4. All safety footwear, including safety shoes, ankle boots and rubber boots,
should be fitted with steel toecaps.
5. Avoid wearing flip flops, high heeled shoes, slippers, light sport shoes in
situations where there is a risk of foot injury.
6. Keep shoelace knots tight.
Hand Protection
1. Wear suitable gloves for selected activities such as welding & cutting and
manual handling of materials & equipment.
2. Do not wear gloves where there is a risk of them becoming entangled in
moving parts of machinery.
3. Wash hands properly with disinfectant soap and clean water before drinking,
eating or smoking. Wash hands immediately after each operation on site when
the situation warrants.
FIRE PREVENTION, FIGHTING AND EQUIPMENT
Before fire breaks cut
1. Store flammable material in proper areas having adequate fire protection
systems.
2. Display sufficient warning signs.
3. Train selected personal to use these fire extinguishers
4. Inspect fire extinguishers regularly and replace as necessary
5. Fire escape route should be kept clear at all times and clearly indicated
6. Know the escape route and assembly point.
7. Display escape route maps prominently on each side.
8. Carryout fire drill regularly. Designate fire officers
9. Install fire alarm wherever required and test regularly.
10. Provide sufficient exit signs at prominent locations for directing people to the
escape staircases and routes.
When fire breaks out.
1. Alert all persons
2. Put off the fire with appropriate fire extinguishers only when you are sure that
you are safe to do so.
3. Escape if you are in danger through the fire escape route to assembly point
4. Fire officers to carryout head count at the assembly point
Incident and accident investigations
1. Carryout the investigations as quickly as possible.
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2. Conduct interviews with as many witnesses as necessary including the
affected persons and supervising officials.
3. Do not rely on any one sole source of evidence
4. Check all the log books, stock registers, issue registers, movement registers,
on site safety regulation parameters, traffic signals and signal men activities,
signage, as well as other field positions and keep a record of all investigations
through audio visual electronic medium for presentation an evaluation of the
incidents.
5. After completion of investigation and enquiry a summary of the facts
recorded, sequence of happening, persons in charge, persons examined,
equipments and machineries tested, follow of action as per legal requirements,
copy of station diary entry, hospital entry, safety regulations to be prepared
with a comparative analysis for proper assessment.
Guidelines for workers safety during construction
Si. Stage and Nature of Construction Safety measures expected to be taken by the
No. Hazard Contractors and Site Engineers
Excavation in soft loose & slushy soil The Excavation beyond 1.5m to 2.00 m to be
I A e done in steps of minimum 500 mm offsets as
I Above 2.00 m depth slding of earth or shown in Clause 2.18.2(b) and also planking and
collapsing of sides. strutting should be done as in Clause 2.19. 1.
Excavation in slippery area (water Try to dewater the area and spread minimum
2 logged) - The labour may fall or 150 mm thick sand layer to avoid slipping
machinery on site may slip.
Excavation in Rock where chiseling is For hammer work, only experienced and skilled
involved - The fall of hammer may labour should be employed. Chisel should not be
injure the hand, small rock pieces may allowed to be held by open hand but with a tight
3 injure the eyes and legs. fitting grip, while hammering. The labour
should be provided with goggles and leg cover
to protect eyes and legs, from injuries due to
small rock pieces.
Excavation in Rock where blasting is Blasting to be carried out where absolutely
involved - Careless handling may lead necessary following all explosive handling
to injury to main worker or a passer by. regulations with mines safety principles and
protective gears whether up or down below the
ground level including use of safety fuse,
detonators, ignition coils and wires, exploder
dynamo etc. A danger Zone at least 1 80m
diameter is to be flagged off 10 minutes before
actual firing. Sufficient warning to vacate the
4 blasting zone as delineated through positioning
the red flags and painted drums for the safety of
men at work and for alerting everybody round
above to vacate are not to be enter the danger or
buffer zone by blowing up of siren. After a
lapse minimum 15 minutes /after all clear signal
is given by the site in charge through use of
whistle, horns or light as would be required
under the circumstances. The blasting charge
should be ignited. After blasting a minimum of
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30 minutes gap to be given for the rocks and
earth or blocks of loose boulders to fall of, so
that safety and security at the operation zone is
ensured.
Heavy charges should be avoided and in fragile
rock systems, rock disintegrating machinery
brought under use.
Excavation for drain across road or The area should be effectively barricaded &
5 manhole adjacent to a road - chances of lighted red lamps provided at night. Watchers
a passer by falling into the excavated should be deputed to prevent any movement of
portion persons, or vehicles and monitor the traffic.
During Excavation or some times even In places where the movement of snakes is more
while concerning - Snake bites or the contractor should provide the labour with
scorpion stings- gum boots, gloves etc. and also make snake
6 antidotes available on site. A particular care that
has to be taken on such site is to always keep a
vehicle available on site to rush the patients to
the nearest hospital.
Centering (frame-work) and scaffolding Many a times ballies joined together give way
- Frame -work collapse while due to weak joints. Use of metal scaffold and
concerning or just before concreting or centering plates with metal fasteners are the
just before concreting especially when safest and strongly recommended materials to be
wooden ballies are used. used in all road overhead and underground
construction for safety, stability and proper
7 casting of the structural designs. However all
such scaffold should be placed on a farm and
level base at the ground below ensuring stability
even during wind, storm, rain fall and flood. No
wooden scaffold or bamboos scaffold to be used
for any casting of heavy (RCC) structural
construction as these are most undependable
substances.
Form-work for small and light beams This case is noticed when slender ballies are
and slabs: The bottom of beam collapses used without bracing. In fact, no concerting
8 and many a times brings down the slab should be allowed without bracing at 300 mm
as well, injuring the labour and above ground, and at mid way, in normal beams
supervision staff. & slabs. The bracings should be for the support
of beams as well as slabs.
Form- work for sides of a slab - The This is noticed when the carpenter fixes the side
labour just rests his foot on the plank shuttering of a slab with a plank just tied by
and looses balance and falls resulting a binding wire to the steel reinforcements and by
fatal accident. wooden pieces nailed in wall and plank. This is
so weak a portion that with little pressure the
plank gives way. Hence side shuttering should
9 be
Done with a direct ballies support from ground
or floor, and the practice of tying planks with
binding wire to the steel reinforcement should
be totally avoided. A temporary railing along the
periphery of slab will guard the life of labour
and supervision staff.
10 Decommissioning and dismantling of In fact this is a most dangerous work and
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centering and sorting for beams and requires carefully handling by an experienced
slabs-Opening the form- work-Accident supervisor with work force with utmost caution.
due to fall of materials during removing Proper training for removal of scaffold with
the forms. gradual displacement bit by bit is necessary. At
a time all the scaffold should not be removed
and carefully some columns shall have to be
retained at strategic points to provide support,
which can be removed later on depending upon
the stability of the structure.
Scaffolding - Fall of workman, Metal scaffold and metal ladders should be used
Supervision Staff, Standing on challis as a general practice in road construction to
not tied properly or tied only at one end. avoid any mishap.
(Chalis mainly made of Bamboos). Nets are to be hung below the scaffold or
structures where work is going on to prevent fall
11 of debris, stones, bricks, equipments and other
heavy objects, workmen, from scaffolds which
may be fatal for the workers on the ground and
on the scaffold. Railings to be provided on the
sites of scaffold and ladder for guiding the
movement of workers and preventing their fall.
Column Reinforcements - Column The tendency of bar-benders is to tie the vertical
reinforcements mainly in independent steel with coir rope or 8 mm steel rods as ties on
footings collapses - Injury to persons all four sides of the column reinforcements.
12 working nearby. Reinforcement to columns shall be by welding
MS rods with metal scaffold to keep it in
position till the final casting of RCC is done.
When such reinforcement will be shifted to the
shuttering in similar manner.
Concreting chajjas - When chajjas are Procedure to be follow as described above for
concreted with out care and on opening slab casting.
the form - work the chajja would
13 collapse, causing injury to labour on top
or bottom of chajja.
Dismantling - Dismantled materials When work of demolition is to be taken up the
may fall on passer by or the person area should be closed for all outsiders. No one
engaged in dismantling work may fall should be allowed up to 50 m. from the place of
due to slipping. The dismantled demolition should be asked to wear safety belts.
14 materials may fall on persons working Helmets must be worn by all the workers
below. engaged in dismantling work. The place should
be strictly guarded at night with red lights at
prominent places, and watchman should be
posted.
Electric and gas welding work - Dr used All wiring works to be inspected by experienced
on a number of works - drilling, electrician. All wires to be properly insulted and
polishing work - Done by temporary fixed at height on temporary poles. No welding
cables used on a number of works - Due work should be permitted near damp area. The
15 to the fact that the wires are old & when welders to be provided with welder's goggles &
they come in contact with water even in gloves. As far as possible machine in good
the process of curing the surrounding condition should be used.
area may get affected due to leakage in
the electric current thus causing damage
to the workers & supervision staff.
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Construction Machinery & Lifts - (1) All such pits to be barricaded strongly to
Concrete Mixers - Safety precautions. avoid any unauthorized entry of persons,
e lt p children and domestic cattle or wildlife. Screens
16 chiden lf pit if ylftiung the . of arrogate, thick nylon net or hessian barrier is
children of workers may fail i the pit hung on all sites of work site to prevent any
splinter, debris, mortar, concrete, falling on the
passers by or workmen around.
(2) The manually operated brakes of the (2) The condition of the lift must be maintained
lift failed or the communication between properly. The lift operator should be well
the labour at the top and the liftman trained. The labour receiving the bucket at top
17 failed and thus, the lift was not should be smart and achieve enough to convey
controlled and resulted in fatal accident. the message of stopping & releasing the lift-to-
lift operator properly.
Water storage Tank for general use & The water tanks should be provided with
18 curing - chances of children of workers protective cover with locking arrangement at
falling in the tank with fatal accident. every site of activity to prevent accidental
drowning.
Site cleaning - Cleaning top floors of This dangerous practice should not be allowed at
buildings - Upper portion of any all. The materials should be brought to the
structure - ground with the help of lift or the use of rope
19 Throwing waste materials broken over pully with a bucket, thus bringing down
concrete pieces, brick bats, sand etc.
Straightway from top to ground injuring
person below or even a passerby.
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GUIDELINE- 10
PLANTATION AND GRASS TURFING
1. GENERAL DESCRIPTION
The species to be planted on the Ist row of RoW would be of low or medium height trees,
shrubs and palms depending on the location and availability of water mixed with
ornamental plants. The percentage of non-brows able species shall be more than 70%
to keep down the cost of maintenance and tree guards. In areas where dust generation
is a problem dwarf bamboos shall be planted on either side at 1 mtr spacing to act as a
sound and dust barrier. These plantations of bamboo shall be either from off set
planting or rhizome planting with barbed wire fencing.
At road inter section junctions the islands erected with PCC road curb shall be planted of with
dwarf Duranta varigata species and its spacing shall be 45cm to 1mtr apart with
trimming of the plant to a height of 0.7mtrs.
1.3 The trees and shrubs will be at spacing of 5mtr from plant to plant with inter planting
of dwarf bamboo and flowering shrubs in between two trees /shrubs that is to say this
spacing in the row shall be 2.5mtr from each plant to plant.
1.4 All plants supplied must be planted within three days of removal from the nursery.
1.5 The relocated plants shall be in pits of lXlXlmtr size and other shall be in 30X30
X30cm size for shrubs and bamboos and 45X45X45 for medium and tall trees.
1.6 The manuring and watering will be carried out according to the seasons that is
manuraing during early rains and late rains (early winter) and watering from mid
February to mid June.
1.7 No. of plant per km at (a) 5mtr spacing 400 (200 each both side)
(b) 2.5mtr spacing 800 (400 each both side)
(c) lmtr spacing 2000 (1000 each both side)
1.8 Use of compost /farm yard manure / cow dung manure. - 5kg per pit thoroughly
mixed the soil.
1 PLANTATION
Scope
Contractor to furnish all materials, labour and related items necessary to complete the
work.
Materials
Saplings
D Saplings/seedlings shall be well-formed and free from defects such as knots, sun-
scaled, windburn, injuries, abrasion or disfigurement. All saplings shall be
healthy, sound, free from plant diseases, insect's pests, of their egg and well-
developed root systems.
e Plants suitable for planting must be healthy of average height up to 0.25mtr free
from diseases, broken branches, pastes as per the scheme or as per the
environment expert's written recommendation in special cases.
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C All plants should bear a identification tag when final planting is complete after the
first year of planting and casualty replacement. This shall be in form of aluminum
foil identification tag plates fixed to the plant with small GI nails or tags of GI
wire fixed loosely around any branch of the tree /shrub /bush /bamboo clump
containing the tag bearing the name of the plant variety in English and in Oriya
punched over it. The size of the tag should be 70mm /50mm with eye lets at
either end for fixing.
e While planting the exposed loose routes and broken/ damage roots should
trimmed and treated with ant fungal solutions such a mancozeb or carbendazim
mixed with water in ratio of 2gm per liter.
The Soil
It should be loam or sandy loam or clayey loam mixed with manure and fine sand in
the proportion of 1:1:1 together with Chlorop pyrophos (20%EC) @ 25 to 50 gins per
pit depending upon the size of the pit.
Manure
Only organic manure will be used for plantation. Composts from municipal solid
wastes and distillery waste may be used. Manure shall be free from extraneous matter,
insects or grubs.
Addition of Alteration
No plant material which is exotic, has not been recommended for avenue planting or
site enhancement be planted unless and until the supervision consultant and the
environment experts agree in writing in change the plants with sufficient justification.
Specific requests of the public and institutions for special type of plants may be
entered if those are not exotic and easily grown over the area.
While procuring the plants from any commercial nursery instead of the site nursery it
should be mandatory for the contractor to furnish the copy of registration certificate of
supplier as a recognize nursery under State Govt. or impaneled plants supplier to
OWD or forest department subject to certification of being free from contagious
diseases and pests.
2.2 Planting
Plants and shrubs
As has been describe in planting programme all saplings should be supplied with
adequate protection as approved. After delivery, if planting is not to be carried out
immediately, plants should be placed under shade and bottoms covered with moist
paddy straw or moist leaves and sprinkling with water.
Back Filling
The soil back filled and watered thoroughly and gently pressed down when semi dry
up to half of the pit and plant is then place in the centre of the pit and filled with the
mixed soil and manure up to the bream and pressed around with the toe of the food.
Tall saplings after planting bend to one side or backwards. In all such cases staking
arrangement should be made for stability of the plants. The soil shall be pressed
down firmly by treading it down, leaving a shallow depression all round for watering.
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Planting
O No pits shall be dug until final position has been pegged out for approval.
O Care shall be taken that the plant sapling when planted is not be buried deeper
than in the nursery, or in the pot.
O Planting should not be carried out in waterlogged soil.
OD Plant shrubs at the original soil depth; soil marks on the stem is an indication
of this and should be maintained on the finished level, allowing for setting of
the soil after planting.
O) All plastic and other imperishable containers should be removed before
planting.
(O Any broken or damage roots should be cut back to sound for healthy growth.
O3 The bottom of the planting pit should be covered with 50mm to 75mm of soil.
e Bare roots should be spread evenly in the planting pit; and small mound in the
center of the pits on which the roots are well aid on and evenly spread.
O3 Soil should be placed around the roots, gently shaking the shrubs to allow the
soil particle to shift into the root system to ensure close contact with all
roots and prevent air pockets.
O Back fill soil should be firmed as filling proceeds, layer by layer, care being
taken to avoid damaging the roots.
Staking
The stacks put for spaying the location of the pits before digging shall be reused for
providing support to the trans planted seedlings by placing it near the plant and tying
a rope around the stack and plant to keep it stable.
Methods:
The main methods of staking shall be:
(A) A single vertical shake, 900mm longer than the clear stem of the shrubs driven
600mm to 900mm into the soil.
(B) Two stakes as above driven firmly on either side of the shrubs with a cross bar
to which the stem is attached. Suitable for bare - rooted or ball material.
(C) A single stake driven in at an angle at 45 degrees and leaning towards the
prevailing wind, the stem just below the lowest branch being attached to the
stake. Suitable for small bare- rooted or Ball material.
(D) For plant material 3m to 4.5m high with a single stem a three- wire adjustable
guy system may be used in exposed situations.
The end of stake should be pointed and the lower Im to 1.2m should be coated with a
non-injurious wood preservative allowing at least 150mm above ground level.
Tying
Each shrub should be firmly secured to the stake so as to prevent excessive
movement. Abrasion must be avoided by using a buffer, rubber or Hessian, between
the shrubs and stake. The shrubs should be secured at a point just below its lowest
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branch, and also just above ground level; normally two ties should be used for shrubs.
These should be adjusted or replaced to allow for growth.
3. GRASS TURFING
The specifications for grass turfing are to be referred from 'specifications for Roads
and
Bridge works'by MOST, Section300, Clauses 307.1, 307.2, 307.3.
Preparation of Ground
All locations where grass turf-mg for landscape development as suggested should have
to be sprayed weedycide and planted in rose close to each other. During period prior
to planting, the ground shall be maintained free from weeds. Grading and preparation
of the area shall be completed at least three weeks prior to the actual sowing. Regular
watering shall be continued until sowing by dividing the area into portions of
approximately 5 m squares by constructing small bunds to retain water. These bunds'
shall be leveled just prior to sowing of grass plants; it shall be ensured that the soil has
completely settled.
Soil
The soil itself shall be ensured to the satisfaction of Landscape Architect to be a good-
Fibrous loam, rich in humus.
Showing the grass roots
Grass roots (cynodon dactylon or a local genus approved by the Landscape Architect)
shall be obtained from a grass patch, seen and approved before hand.
The grass roots stock received at site may be stored and shall be manually cleared of
all weeds with water sprayed over areas.
Small roots shall be dibbled about 5 cm apart into the prepared grounds. Grass will
only be accepted as reaching practical completion when germination has proved
satisfactory and all weeds have been removed.
Maintenance
As soon as the grass is approximately 3 cm high, it shall be rolled with a light wooden
roller, - in fine dry weather - and when it has grown to 5 to 8 cms, above to the
ground weeds must be removed and regular cutting with the scythe and rolling must
begun. A top - dressing of farmyard manure or vermi compost, which is properly
pulverized sieved is spread @250gm per 1sqm. When the grass is sufficiently secure
in the ground to bear the moving machine, the blades must be raised an inch above the
normal level for the first two or three cuttings. That is to say, the grass should be cut
so that it is 4 to 5 cm in length, instead of the 3cm, necessary for mature grass.
Failure of the rain continuously for more than two days requires watering through
manual or mechanical device except during late winter and summer month up to mid
June by regular daily watering.
Damage due to fungus, ants, termites, cater pillars, weevils, aphids and bugs, which
are the causes of dying back besides lack of watering has to be controlled by
application of insecticides, fungicides mixed with sand or fine silt and spread thinly
over the turf and watered.
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Rolling
A light roller shall be used periodically, taking care that the area is not too wet and
sodden.
Maintenance
Normal maintenance procedure like pruning of the sides and edges, application of
fertilizer mixed with water, weeding of the turf to free it from other grasses and herbs
has to be carried out regularly before rolling, so that the area remains healthy and
green. Repairs to damaged portions has to be done by replacing the entire affected
area together with the soil and then relaying and replanting with new stock of grass or
grass sods of same variety are fixed in position over newly laid earth and watered
regularly.
Nursery Stack
Planting should be carried out as soon as possible after reaching the site. Where
planting must be necessity he delayed, care should be taken to project the plants form
pilfering or damage from people animals. Plants with bare-roots should be heeled- in
as soon as received or otherwise protected from drying out and others set closely
together and protected from the wind. If planting is to be delayed for more than a
week, packaged plants should be unpacked, the bundles opened up and each group of
plants heeled in separately and clearly labeled. If for any reason the surface of the
roots becomes dry the roots should be thoroughly soaked before planting
4. GENERAL REQUIREMENTS OF EARTH MANURE AND FERTILIZERS
Earth: Good earth shall be agricultural soil of loamy texture, free from kankar,
morrum, shingles, rocks, stones, building rubbish and any other foreign matter. The
earth shall be free from clods or lumps of sizes bigger than 50mm in any direction. It
shall have pH ranging between 6.5 to 7.5.
Manure: the Project Engineer shall of well-decayed organic matter obtained in dry
state from the Municipal dump or other similar source approve Manure. The manure
shall be free from earth, stone or other extraneous matter. Manure shall be supplied, at
site well screened.
Fertilizers: If the soil tests indicate pH value not as per the above specification
namely between '6.5 to 7.5', following measures need to be taken.
* If pH exceeds 7.5,aluminium sulphate or equivalent fertilizer should be added
at the rate of 1 kg per cubic meter to lower the pH by one full point.
* If pH is below 6.5, add ground limestone or equivalent fertilizer at the rate of
1 kg per cubic metre to raise pH by one full point.
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GUIDELINE- 11
QUARRY MATERIALS
The Contractor will finalize the locations from the list given by DPR Consultant's for
procuring materials. The Contractor shall establish a new quarry only with the prior
consent of the PIU only in cases when: (i) Lead from existing quarries is
uneconomical and (ii) Alternative material sources are not available. The Contractor
shall prepare a Redevelopment Plan for the quarry site and get it approved by the PIU.
The construction schedule and operations plans to be submitted to the PIU prior to
commencement of work shall contain a detailed work plan for procuring materials
that includes procurement, transportation and storage of quarry materials.
Operation & redevelopment plan (if a new quarry is opened).
* Photograph of the quarry site prior to commencement
* The quarry boundaries as well as location of the materials deposits, working
equipments, stockpiling, access roads and final shape of the pit.
* Drainage and erosion control measures at site.
* Safety Measures during quarry operation.
* Design for redevelopment of exhaust site.
Option-A: Re-vegetating the quarry to merge with surrounding landscape: with
conservation of top soil up to 15cm depth and its reuse at the time of re-vegetation
over the land fill area uniformly before planting together with application of firm
yard manure.
Option-B: Developing exhausted quarries as water bodies: The pit shall be
reshaped and developed into pond, for harvesting rainwater. This option shall only
be considered where there is a local inhabitant for such structures. In this case the
rock system, the stability of the structure, location of the habitation down hill,
which might be impacted in case of any breach has to be considered and necessary
re-enforcement of the weaker areas by masonry structures or spill way to drain out
excess water has to be made. The boundaries and the slopes of the quarry has to be
bench, so that accidental land slips and resultant disaster can be avoided. All such
water bodies have to be provided with a green fencing on the down hill side and up
hill side to stabilize the soil and prevent soil erosion.
CONSTRUCTION STAGE
Development of site: To minimize the adverse impact during excavation of material
following measures are need to be undertaken:
i) Adequate drainage system shall be provided to prevent the flooding of the
excavated area.
ii) At the stockpiling locations, the Contractor shall construct sediment barriers to
prevent the erosion of excavated material due to runoff.
iii) Construction of offices, laboratory, workshop and rest places shall be done in
the up-wind of the plant to minimize the adverse impact due to dust and noise.
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iv) The access road to the plant shall be constructed taking into consideration
location of units and also slope of the ground to regulate the vehicle
movement within the plant.
v) Incase of storage of blasting material, all precautions shall be taken as per The
Explosive Rules, 1983
Quarry operations including safety:
i) The top soil to a depth of 15cm to 20cm according to the depth of soil
available at the site.
ii) Overburden shall be removed and disposed inline with Guidelines of Disposal
Management.
iii) During excavation, slopes shall be flatter than 20 degrees to prevent their
sliding. Incases where quarry strata are good and where chances of sliding are
less this restriction can be ignored.
iv) Incase of blasting, procedure and safety measures shall be taken as per The
Explosive Rules, 1983.
v) The contractor shall ensure that all workers related safety measures shall be
done as per guidelines for Workers and Safety attached as Annexure-8.
vi) The explosive charges should be of lower moderate intensity if there is
movement of wildlife, domestic cattle and human beings or vehicle in the
close vicinity of the quarry boundary where falling debris and exploded
fragment of rocks does not cause havoc like a missile.
vii) The Contractor shall ensure maintenance of crushers regularly as per
manufacturer's recommendation.
Topsoil will be excavated and preserved during transportation of the material
measures shall be taken to minimize the generation of dust and prevent accidents.
The PIU and the Technical Examiner shall review the quarry site for the management
measures during quarry operation, including the compliance to pollution norms.
Post Construction Stage
The Contractor shall restore all haul roads constructed for transporting the material
from the quarries to construction site to their original state.
The PIU and the Technical Examiner shall be entrusted the responsibility of
reviewing the quarry site for the progress of implementation of Redevelopment Plan.
These shall include the following two cases;
* Redevelopment of quarries opened by the Contractor for the project
* Redevelopment of existing quarries operated by other agencies
In the first case, the Contractor shall be responsible for the Redevelopment Plan prior
to completion after five years, during the defect liability period. The PIU shall be
responsible for reviewing this case of redevelopment prior to issuing defect liability
certificate.
In the second case, the redevelopment of exhausted quarry shall be the responsibility
of the agency providing the permit to ensure the implementation of Redevelopment
Plan.
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GUIDELINE - 12
STORAGE, HANDLING, USE AND EMERGENCY RESPONSE
FOR HAZARDOUS CHEMICALS
Al. REFUELING/MAINTENANCE PROCEDURE
* Truck or suitable containers will bring in all fuel and fluids. There will be no
storage of fuel, oil or fluids within I 00m (or 50m) of the permanent water line.
* Prior to re-fueling or maintenance, drip pans and containment pans will be
placed under the equipment. Absorbent blankets may also be required to be
placed under the equipment and hoses where there is a possibility of spillage to
occur.
* All used oils or fluids will be properly contained and transported to
appropriately licensed (authorized) disposal facilities;
* Following re-fueling and maintenance, the absorbent blankets (if any) and spill
pans will be picked up and the fuel truck or container moved outside of the I
00m (or 50m) wide area.
Emergency Spill Procedure
Should a spill occur, either though spillage or equipment failure, the applicable
emergency spill procedure outlined in sections A-2 to A-4 must be followed.
A2. SPILL PROCEDURE (INSIDE THE STREAM)
In the case of a spill, overflow or release of fluid into the stream waterway (whether
water is flowing during the spill or not), do what is practical and safely possible to
control the situation, while sending SOS for help from the technical wings and fire
brigade or any other govt. agency.
C Stop the flow
o Stop the release into the waterway
o Shutdown the equipments
o Close valves and pumps
o Plug leaking of damage hosepipes or containers with suitable sealants
or temporary plugs at the holes.
03 Remove Ignition Sources
o Cut off the supply sources and shut down the sources of power supply.
o Cordon up the area and salvage the spilled materials for recycling
or disposal as would be suggested by the technical experts or the
Environment expert to the Supervision consultant or the as per the
manufacturer's guidelines for the product.
o In case of inflammable materials no mobile phones, electrical switches
and heat generating machines, sparking electrodes etc. should not be
operated besides smoking kindling of fire.
o Portable fire extinguishers may be kept handy with such vehicles
for immediate use as a damage control measure.
0D Cleanup and Disposal
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Emergency Services will be engaged for the containment, cleanup and
disposal of contaminants released into the environment.
0 Reporting
The Contractor's Environmental Officer will document the event and submit
reports to the Engineer, the Client and appropriate regulatory agencies like the
Pollution Control Board (s).
0 Procedure Review
The Engineer will review the report, determine if changes are required to be
incorporated in the plan of activity under the revised guidelines and
recommendation that has been suggested by the technicians /manufacturer
/supplier /fire brigade /SPCB /environment consultant of the PIU as the case
may be.
A3. SPILL PROCEDURE (ON LAND)
All types of spill are hazardous whether liquid or amorphous or solid and
accordingly the spill has to be dealt with. For liquids it is to be sealing the
linkage or empty the container to another empty vessel. For solid or semi
solid or viscous products special salvage equipments are to be used, for fine
particles and water soluble chemicals, neutralizing or scraping the affected soil
from the area has to be resorted to with mechanical removal and depositing at
a safe site as would be selected by the environment consultant of PIU as well
as SPCB.
0 Notification
All legal authority such as civil administration that is the district Collector, the
Sub divisional officer, the Tahasildar, the local SHO of the police station, the
SP, the divisional forest officer, the inspector of factories and boiler, the SPCB
authority monitoring the pollution in the area, the site engineer, the
supervision consultant and environment expert, the local gram panchayat and
people representative have to be informed about the incident, the probable
damage, current and after effects, precautionary measures to be taken and
already taken and restrictions imposed on movement of men, material, live
stock etc in an around the site of spill over.
0 Cleanup and Disposal
The Engineer's Environmental Officer will ensure that a proper cleanup and
disposal method is determined. Absorbent pads will soak up the spilled
material. The pads will be contained and removed from site for disposal at a
licensed (authorized) facility.
0) Reporting
The Contractor's Environmental Officer will document the event and submit
reports to the Engineer, the Client and appropriate regulatory agencies like the
Pollution Control Board (s).
0 Procedure Review
The Engineer will review the report, determine if changes are required to
procedures ad recommend implementation of all required changes.
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Pl: IDENTIFICATION OF DISPOSAL SITE LOCATIONS
(To be filled by the Contractor)
Name of Corridor
Link No.
(Give chain ages and nearest settlements from both ends)
Si. Criteria on which in formation for each site is to be collected Site Site Site Site
No. 1 2 3 4
I Existing Land Use
2 Area covered (m2)
3 Total Material that can be dumped within the site (m2)
4 Depth to which dumping is feasible (m)
5 Distance of nearest watercourse (m)
6 Nearest Settlement (m)
7 Date/s of Community Consultation/s
8 Vvhether the community is agreeable to sitting of dumping site (Y/N)- - -
9 Date of Permission from Villager/local community--
I0 Proposed future use of the Site
1I1 Selected Site (tick any one column only)
Enclosures (Tick as appropriate)
1. Map of each location
2. Photographs
a. Each disposal location
b. Each community consultation
3. Photo copy of Agreement
Remark
Submitted Checked
Approved
Signature ................ Signature ................... . Signature ............
Name ................... Name ................... ..... Name ...............
Designation................
Contractor Environmental Engineer. Executive Engineer PWD
Construction Supervision Consultant
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P2: SETTING-UP CONSTRUCTION CAMP AND STORAGE AREA
(To be filled by the Contractor)
Name of Corridor_
Link No.o
Construction Stage Report: Date Month Year
(Site Layout of Construction camp and working drawings of dwelling units with allied
facilities to be attached with format)
Format to be submitted before target date of establishing camps
Location of Camp
Si. Item Unit Details Remarks
No. by CMU if
any
1 Detail of item camp
a. Size of Camp m x m
b. Area of Camp Sg.m
c. Distance from Nearest Settlement
d. Distance from Nearest Water Source Type/Size/Capacity/present
Use/Ownership
Date of camp being operational dd/mmlyy
Present land use
No of trees with girth > 0.3m.
e. Details of Storage area (Availability of Mxm
impervious surface)
f. Availability of separate waste disposal Cum
from storage area
2. Details of topsoil stacking
a. Quantity of top soil removed Sq.m
b. Detail of storage of topsoil Describe stacking
arrangement
3. Details of workforce
a. Total No of Laborers Nos
b. Total no of Male Workers Nos
c. No of Male Workers below 18 years of Nos
ago
d. Total No of Female Workers Nos
e. No of Female workers below 18 years of Nos
ago
f. No of children Nos
4. Details of dwelling units
a. No of dwellings/huts
b. Minimum Size of Dwelling Mxm
c. No. of openings per dwelling Nos
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d. Minimum size of opening Mxm
e. Walls Specifications
f. Roofing Specifications
g. Flooring Specifications
h. Drinking Water Tank Specifications
i. Capacity of Drinking Water Tank Cum
i Size of Drinking Water Tank Mxm
k. Total no of WC Nos
1. No of Wcs for female workers Nos
m. Minimum Size of WC Mxm
n. Total No of Bathrooms for female workers Nos
o. Size of septic tank for WC/Baths Mxm
P. Capacity of Water Tank for WCs
/Bathrooms and general purpose
- Fencing around camp Y/N
5. Details of facilities
a. Availability of security guard 24 hrs a day Yes/No
b. Details of First Aid Facility Yes/No
c. Availability of Dav Care Centre Yes/No
d. Availability of dust bins (capacity 60 Itr) Nos
Submitted Checked
Approved
Signature .................. .Signature Signature ............
Name ..................... Name .................. ........ Name ...............
Designation....................
Contractor Environmental Engineer. Executive Engineer CMU
Construction Supervision Consultant
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P3: ESTABLISHMENT OF BORROW AREAS
(To be submitted by Contractor for taking consent for opening of Borrow area)
Name of Corridor
Link No._
Location Distance Land Use
Quantity DitneNo. of
S. NmSie Haul Area of Type of from Distances Appoe
NSo. Naofme Chainage (Side road (iM2) Available Material Watre nSe sttemet be A ro Remark
No f (kin) (LS length Material Wtr Stlmn eoeAtrAfce YN
Village /RHS) lmt Course (m) Affected
Attach Photograph of Proposed Site, Location Map, Agreement
Rehabilitation Plan Measures
Location 1:
Location2:
Remark
Submitted Checked
Approved
Signature .................. .Signature Signature ............
Name .................... Name ................... ....... Name ...............
Designation....................
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Contractor Environmental Engineer. Executive Engineer CMU
Construction Supervision Consultant
P4: ESTABLISHMENT OF HOT MIX PLANT /BATCH MIX PLANT
(To be submitted by Contractor for taking permission from CMU)
Name of Corridor_
Link No.o
Location
Ditne rm Distance Exsig Peaet Weather in Apoe
St. Side Haul Area ne fromtfrom Eiasndg Down Wind Approved Remark
No. Name of Chainage 'LHS road (mi) ne (in) nearest Wind Direcon
Village (km) /RHS) length Settlement Use Directon (Y/N)
1. Attach Photograph of Proposed Site
Remark
Submitted Checked
Approved
Signature .................. ...Signature Signature ............
Name ..................... .Name Name ...............
Designation....................
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P5: ROAD SAFETY REPORTING FORMATS
Name of Corridor
Link No.
One time reporting before commencement of construction I the Construction Zone
Sketch of construction zone showing all sub zones and location of signs, etc. to be attached with format
(Reporting by Contractor to CMU)
Format on Acquisition of Temporary diversions to be attached with format
Construction stage: Monthly Report-Date ............Month .............Year................
DIVERSION NO. location (km )
No. Item Unit Compliance Remarks
Details of Construction Zone
1. Length of Construction Zone km
2. Distance between this and next construction zone km
3. Length of transition sub zone (should be min 50 for a sped of 50 km/ hr)
4. Length of work sub zone in urban stretch (should be <2 km) km
5. Length of work sub zone in rural stretch (5-10 km) km
6. Distance between two work sub zones
Signage's in Construction Zones
1. Sign saying 'Men at Work' I km ahead of transition sub zone Y/N
2. Supplementary sign saying diversion I km provided Y/N
3. Sign saying 'Road Closed ahead' provided Y/N
4. Compulsory Right Tum /Left sign provided Y/N
5. Detour sign placed
6. Sharp deviation sign placed at end of advance waming sub zone Y/N
Signage in Transition Sub Work Zone
I. Signage saying 'Keep Right /Left' provided Y/N
2. Delineators placed along length of transition Y/N
Signage in work sub zone
I. Hazard Marker placed where railing for CD structure on diversion starts Y/N
2. Barricade on either side of work sub zone Y/N
Signage in Termination sub zone
I. Sign for indication of end of work zone 120 m from end of termination sub zone Y/N
Road Delineator
1 Roadway indicators provided
2. Hazard Makers provided
3. Object Makers Provided
Remark
Submitted Checked
Approved
Signature ................... Signature .................... . Signature ............
Name .................... Name .................... ...... Name ...............
Designation...................
Contractor Environmental Engineer. Executive Engineer CMU
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
P6: ARRANGEMENT FOR TEMPORARY LAND
Reporting by Contractor to CMU (PRBDB)
Name of Corridor_
Link No.o
Construction stage: quarterly Report - Date: Month Year_
(Site Layout of all locations to be attached with format)
Location Size Existing Dist. From Dist' From Remarks by
S. Item Tredaefr DtofPsnt (m x Trees >30 nearest nearest water Site approved CMU (PRBDB)l
No. Establishment Establishment Name of Chainage Side (LHS Area Haul road Land use m) cm gixrh settlement source or not (Y/N) if any
Village (km) /RHS) (m2) length (m)
I Borrow Areas
BA I
2 Workers Camps
WC I
3 Site for Batching
Plant
BP 1
4 Site for Hot Mix
Plant
HMP I
5 Stock Yard
SY I
Remark
Submitted Checked Approved
Signature .................... Signature Signature ............
Name ................Name.... Name ...............
Designation ...........
Contractor Environmental Engineer. Construction Supervision Consultant Executive Engineer CMU
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
P7: POLLUTION MONITORING
Name of Corridor_
Link No._
Construction Stage: Report - Date: Month Year_
Mitigation measures suggested in last report complied or Not..............................................................................................................
If not reasons thereof.................................................................................................................................................................
(Location at which monitoring to be conducted as per EMP)
Reasons for Mitigation Type of area
Si. Chainage Details of Duration of Instruments Completion Standards Results exceeding Measures /Identrial / Remarks
No. (km) locations monitoring used standards suggested Cmnruscial ra
1. Air Monitorin_
SPM SPM
RSPM RSPM
HC HC
So, Sox
NOX NOX
2. Water Monitoring
pH pH
TSS TSS
TDS TDS
Turbidity Turbidity
Hardness Hardness
Coliform Coliform
BOD BOD
COD COD
Oil & Grease Oil & Grease
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
3. Soil Monitoring
pH pH
Organic Matter Organic Matter
Alkalinity Alkalinity
Conductivity Conductivity
Water holding Water holding
capacity capacity
Pb Pb
4. Noise Monitorin _
I L day equivaaen L day equivalent
L night equivalent L night eqaivalent
L equivalent L equivalent
Remark
Submitted Checked Approved
Signature .............Signature..... Signature ............
Name ................Name.. Name ...............
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
P8: Tree cutting/Stump Removal
Name of the Road:
Date: Month Year
Distance Identification p ies Average
SI. Section from edge Number Girth Dry Height Remarks
No. (km) of existing Marked in Local Botanical (cm) Green (in)
road Field Name
Remark
Submitted Checked Approved
Signature .............Signature Signature ................
Name ................. Name Name....................
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
0
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
P9: IDENTIFICATION OF SOURCE OF WATER FOR CONSTRUCTION
Name of Corridor_
Link No.
Construction Stage: Monthly Report - Date: Month Year
Si. Source (Name) Location /Ch. Distance from Road Permission Required Remarks
N o.__ _ _ _ _ _ _ _ _
|Remark
Submitted Checked Approved
Signature ..............Signature Signature .................
Name ................ Name Name.....................
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
Cl: DETAILS OF EARTHWORK
(To be filled by the Contractor)
Name of Comdor rid or-
Link No.
Monthly Report for Each Borrow Area under use
Month...........................
Reporting
Date of Submission ..................
Location of Borrow Area under use
Name of Village Chainage (kIn) Side (LHS / RHS) Haul road length (m)
I
2. Details of Borrow Areas
2.1 Capacity of the Borrow Area
2.2 Percentage of the capacity exhausted
2.3 Total quality of the Earth Excavated (in cum)
2.4 Quantity of Top Soil removed from the Borrow Areas
2.5 Location of Top Soil stored removed
2.6 Quantity of Top Soil stored at the beginning of the month
2.7 Quantity of Top Soil utilized at the end of the month
2.8 Location (s) where Top Soil has been utilized (Specify on a
location plan)
2.9 Quantity of earthwork excavation from existing road
2.10 Total quantity of earthwork reused in cum. (5%)
2.11 Location disposal (if other than sites)
(Specify clearly on a location plan)
2.12 Quantity of earthwork re-used in fill operation
2.13 Location of borrow areas in disuse / exhausted
2.14 Outline a rehabilitation plan for each of the exhausted
borrow areas with special reference to Erosion Protection
Measures. Also, submit at separate detailed rehabilitation
plan for exhausted borrow areas for approval supported
adequately with layouts, plans and drawings.
Remark
Submitted Checked Approved
Signature ................. Signature .................. Signature
Name ................... Name .................. Name
Designation....................
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
C2: DETAILS OF HOT MIX PLANT
(To be filled by the Contractor)
Name of Corridor
Link No._
Monthly Report for Each Hot Mix Plant
Reporting Month.............................
Date of Submission......................
1. Environment Features of the surrounding area
1.1 Name and location of Hot Mix Plant
(w.r.t. PWD km ch.)
1.2 Wind direction
1.3 Name (s), distance population and type of
settlements in a 1.5 km radius of site.
2. Draw Sketch Plan of HMP clearly indicating distance and approach roads.
3. Details of HMP and Mitigation Measures taken
3.1 Installed Capacity
3.2 Average Utilization
3.3 Make
3.4 Model
3.5 Last Serviced
4. Explain Air Pollution Control Measures taken at the HMP site
5. Explain Noise Pollution Control Measures taken at the HMP site
Remark
Submitted Checked Approved
Signature ............. Signature ................... Signature
Name .................. Name ................... Name
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
C3: DETAILS OF LAND FILL OPERATIONS
(To be filled by the Contractor)
Name of Corridor
Link No.
Monthly Report for Each Contract Package
Reporting Month.............................
Date of Submission..........................
1. Environment Features of the surrounding area
1.1 Location of each land fill site (Provide Name of Chainage Side Haul road
sketch Map below) Village (km) (LHS/RHS) length (m)
II
1.2 Capacity of each land fill site
1.3 Safety measure taken at land fill site (s)
I1.
2.
3.
4.
5.
Remark
Submitted Checked Approved
Signature ............. Signature .................. Signature
Name ................ Name .................. Name
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMUJ)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
C4: DETAILS OF MACHINERY IN OPERATION
(To be filled by the Contractor)
Name of Corridor
Link No._
Monthly Report for Each Contract Package
Reporting Month..............................
Date of Submission..........................
(Attach copy of PPCB emission control certificate every 3 months)
1. Details of Machinery Operation
1.1 1Total machinery in operation (Nos.)
1.2 Number of pavers
1.3 Number of rollers
1.4 Number of excavators
1.5 Number of graders Nos.
1.6 Number of dumpers Nos.
1.7 No. of workshops with repairs facility (furnish Workshop on Facility Location Provided
location and type of facility provided)
1.8 Number of vehicles in repair at each location
1.9 Umber of oil interceptor provided in each
repair!/ fuelling site
1.10 Total quantity of oil and wastes recovered in Oil waste Liters, Kg.
each interceptor during last month.
1.11 Details of waste disposal. (Whether Sold/
Disposed)
Remark
Submitted Checked Approved
Signature ............. Signature .................. Signature
Name ................ Name .................. Name
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
C5: REDVELOPMENT OF BORROW AREAS
(To be filled by the Contractor)
Name of Corridor_
Link No._
Construction stage: Monthly Report-Date Month Year
Drawing for Redevelopment to be attached for each Borrow Area (photographs of sites before use & after rehabilitation to be attached)
Borrow Area Location
Si. Borrow Rehabilitation Date of Date of
No. Area No. Name of Chainage Side (LHS/ Area Haul road Land use Measures approval of Handing Over Remarks
Village (km) RHS) (M2) length (m) Rehabilitation to Owner
Remark
Submitted Checked Approved
Signature Signature .................. Signature ................
Name .................. .........Name Name ...............
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
C6: SAFETY CHECK LIST
(To be filled by the Contractor)
1 Contract No.
2 Name of Contractor
3 Representation
4 Name of Safety Officer
5 Date of Inspection
Location 1 ....... ......... Location 2 ............ Location 3 .........
Adequate at time of Inspection Location 1 Location 2 Location 3
Needs Improvement A B C A B C A B C Remarks
Needs Immediate Attention
General
House Keeping
Stacking of Material
Passageway
Lighting
Ventilation
Others
Electrical
Switches
Wirings
Fixed Installation
Portable Lighting
Portable Tool
Welding Machine
Others
Fire Prevention
Fire Fighting Appliance
Dangerous Goods Store
Gas Welding Cylinders
Others
Others
Dust Control
Noise Control
First Aid Equipment
Washing Facility
Latrine
Canteen
Provision of Personal Protective
Helmet
Eye Protector
Ear Protector
Respirator
Safety Shoes
Safety Belts
Others
Remark
Submitted Checked Approved
Signature ................. Signature ................... .. Signature
Name ................... Name ................... .... Name ..
Designation ...........
Contractor Environmental Engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
C7: ACCIDENT REPORT
(To be completed on Occurrence of Injury by the Safety Officer)
Type of Accident
DOI ( ) Fall of person from a height DlI ( ) Explosion
D02 ( ) Slip, trip or fall on same level D12( ) Fire
D03 ( ) Struck against fixed objects D1 3 ( ) Contact with hot or corrosive substance
D04 ( ) Struck by flying or falling objects D14 ( ) Contact with poisonous gas or toxic
substances.
D05 ( ) Struck by moving objects D1 5 ( ) Contact with poisonous gas or toxic
substances
D06 ( ) Struck / caught by cable D1 6 ( ) Hand tool accident
D07 ( ) Stepping on hail etc. D17 ( ) Vehicle / Mobile plant accident
D08 ( ) Handling without machinery D 18 ( ) Machinery operation accident
D09 ( ) Crushing / burying D1 9 ( ) Other (please specify)
D10 ( ) Drowning or asphyxiation -
Agent Involved in Accident
EOI ( ) Machinery Eli ( ) Excavation / underground working
E02 ( ) Portable power appliance E12 ( )
E03 ( ) Vehicle or associated equipment! E 13 ( ) Ladder
machinery
E04 ( ) Material being handled, used or E14 ( ) Scaffolding /gondola
stored
E05 ( ) Gas, vapor, dust, fume or oxygen E 15 ( ) Construction formwork, shuttering and false
work.
E06 ( ) Hand tools E16 ( ) Electricity supply cable, wiring switchboard
and associated equipment
E07 ( ) Floor edge E17 ( ) Nail, sllnter or chipping
E08 ( ) Floor opening - E 18 ( ) Other (Please specify)
E09 ( ) Left shaft - E19( )
EIO ( ) Stair edge -
Unsafe Action Relevant to the Accident
FOI ( ) Operating without authority Fl l ( ) Failure to use eye protector
F02 ( ) Failure to secure objects F12 ( ) Failure to use respirator
F03 ( ) Making safety devices inoperative F13 ( ) Failure to use proper clothing
F04 ( ) Working on moving or dangerous F 14 ( ) Failure to use warn others or given proper
equipment signals
F05 ( ) Using un-safety equipment F15 ( ) Horseplay
F06 ( ) Adopting unsafe position or posture F 16 ( ) No unsafe action
F07 ( ) Operating or working at unsafe speed F17 ( ) Others (please specify)
F08 ( ) Unsafe loading, Placing, mixing etc. F18 ( )
F09 ( ) Failure to use helmet F19 ( )
F10 () Failure to use proper footwear
GO] ( ) No protective gear = G08 ( ) Unsafe layout ofjob, traffic etc.
G02 ) Defective protective gear G09 ( ) Unsafe process of job methods
G03 ( Improper dress / footwear G10 ( ) Poor housekeeping
G04 ( Improper guarding G Il ( ) Lack of warning system
G05 ( ) Improper ventilation - G12 ( ) Defective tool, machinery or materials
G06 ( ) Improper illumination G 13 ( ) No unsafe condition
G07 ( ) Improper procedure = G 14 ( ) Others (please specify)
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur
Personal Factor Relevant to the Accident
HO 1 ( ) Incorrect attitude /motive H04 ( ) Unsafe act by another person
H02( ) H05 ( ) No unsafe personal factor
H03 H06 Other (please specify)
Rema
Submitted Checked Approved
Signature .................. Signature ................... .. Signature ............
Name .................... Name ................... ...... Name ...............
Designation ................. Designation ................... Designation ..........
Contractor Environmental engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Part-1I -To be completed Upon Finalization of Employee's compensation Claim
101 ( ) No permanent incapacity
102 ( ) Less than 5% incapacity
103 ( ) More than 5% incapacity
104 ( ) Final
Submitted Checked Approved
Signature .................. Signature ................... .. Signature ............
Name .................... Name ................... ...... Name ...............
Designation ................
Contractor Environmental engineer. Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
C8: POLLUTION MONITORING
Name of Corridor
Link No.o
Construction Stage: Report-Date: Month Year_
If not reasons thereof.............................................................................................................
(Location at which monitoring to be conducted as per EMP)
Reasons Mitigation Type of area
SI. Chainage Details of Duration of Instruments Completion Standards Results for Measures (Residential Remarks
No. (km) locations monitoring used sexceeding suggested /Industrial
___ ___ __ ___ __ ___ __ ___ __ ___ _ ___ __ ___ _ ___ __ ___ _ ___ __ ___ __ ___ __ standards s g e t d /C om m ercial) _ _ _ _ _
1. Air Monitoring
SPM SPM
RSPM RSPM
HC HC
Sox Sox
NOx NOx
2.Water Monitoring
pH pH
TSS TSS
TDS TDS
Turbidity Turbidity
Hardness Hardness
Coliform Coliform
BOD BOD
COD COD
Oil & Grease Oil &
Grease
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
Reasons Miigation Type of area
Si. Chainage Details of Duration of Instruments for Mt(Residential Reak
No. (kim) locations monitoring used Completion Standards Results exceeding Measures /ndustrial R
_____________ standards suggested /Commercial)
3. Soil Monitoring
pH pH
Organic Organic
Matter Matter
Alkalinity Alkalinity
Conductivity Conductivity
Water holding Water
Capacity holding
Pb Capacity
4.Noise Monitoring
L day equi-alnt L day eq,,walent
L equivalent L equivalent
Remark
Submitted Checked Approved
Signature .................. Signature ................... .. Signature ............
Name Name.................. ....... Name ...............
Designation ................. Environmental Engineer Executive Engineer
Contractor Technical Assistance Consultant CMU, PRBDB
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
C9: ENHANCEMENT MEASURES
(To be filed up by Contractor)
Name of Corridor
Link No.o
Si. Name of Chainage Consent Total budget Date of
No. Corridor Name the Site (ki) taken Total Utilized Start of Remarks
Remarks
Submitted Checked Approved
Signature ................. Signature ................... .. Signature ............
Name ................... Name ................... .... Name .............
Designation ..........
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
C10: RESTORATION OF CONSTRUCTION SITES
(To be filed up by Contractor)
Name of Corridor
Link No.o
(Reporting by Contractor to CMU)
Construction stage: Monthly Report-Date ..............Month .......... Year.
Labour Construction Plant Borrow Disposal Top Soil
Si. Contract Ca mp Ca mp Site areas Locations Top_Soil
No. Package 0 R 0 R 0 R 0 R 0 R Preserved Restored
Remarks
Submitted Checked Approved
Signature .................. Signature .................. ... Signature ............
Name .................... Name .......................... Name ...............
Designation ................. Designation. Designation ...........
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
01: POLLUTION MONITORING
Name of Corridor_
Link No._
Construction Stage: Report-Date: Month Year
Mitigation measures suggested in last report complied or Not...................................
If not reasons thereof .................................................................................
(Location at which monitoring to be conducted as per EMP)
SPM SPM
RSPM RSPM
HC HC
NOx NOx
pH pH -
TDS TDS
Turbidity Turbidity
Hardness Hardness
Coliform Coliformn
BOD BOD
COD COD
Oil & Grease Oil & Grease--
pH pH
Organic Matter Organic
Alkalinity Matter
Conductivity Alkalinity
Water holding Conductivity
capacity Water holding
Pb capacity
- Pb -
L day equivalent L day equivalentt
L night equivalevt L night cquivalent
Leuva!ent L equivalent-
Remarks
Submitted Checked Approved
Signature ................... . Signature ................... . Signature ...........
N am e ....................... N am e ....................... Nam e..............
Designation ................... Designation ................... Designation..........
Contractor Environmental Engineer Executive Engineer (CMI1)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
02: CLEANING OF CULVERT OPENINGS AND LONGITUDINAL DRAINS
(To be filed up by CMU, PRBDB)
Name of Corridor_
Link No.o
Construction Stage: Report-Date: Month Year
S1. No. Structural No. Pre monsoon Date Post monsoon Date
Name of the Corridor
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Remarks
Submitted Checked Approved
Signature .................. Signature ................... .. Signature
Name .................... Name ................... ...... Name
Designation ................. Designation ................... Designation
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
CMU 1: FORMAT FOR KEEPING RECORDS OF CONSENT OBTAINED BY CONTRACTOR
Name of Corridor_
Link No.o
Construction Stage: Report-Date: Month Year_
Si. Contractor's Clearance Applicable Agencies Obtained on Valid upto Remarks
No. Name Acts
Name of the Corridor
1
2
3
6-
Remarks
Submitted Checked Approved
Signature .................. Signature .................. ... Signature ............
Name .................... Name .................. ....... Name ...............
Designation ................. Designation .................. Designation ..........
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
CMU 2: CHECK LIST FOR ENVIRONMENT INSPECTION
(Points / Issues to be covered)
Name of Road_
Date of Inspectionp
SI. No. ESMP Measures
1 Provision of a personnel accountable for implementation of ESMP /Safety Measures with Contractor
2 Consent of PCB to Establish HMP
3 Consent of PCB to operate HMP
4 Compliance of PCB Conditions for HMP installation and operation
5 Whether compliance reported through monthly Progress report to Divisional Office of Executive
Engineer
6 PUC taken for all Construction vehicles
7 Concrete platform with trap under bitumen boiler, Fuel Tank for HMP and generator set provided or
not
8 Precautions to prevent contamination of soil by emulsion, Bitumen, oil and lubricant taken while
storing
9 Providing cover to fine construction material & bituminous mix during transportation
Borrow areas:
a) Borrow areas approved by Department
b) Existing land was used
10 c) Nos Opened
d) Available Quantity
e) Utilized Quality
f) Balance Quantity
I g) Nos of Borrow areas Rehabilitated
Spoil and debris disposal:
11 a) Present status of land
b) Closure and completion plan
Site specific traffic Safety management Plan:
12 a) Contractor installed the warning /regulatory Traffic signs at the construction site
b) The arrangement adequate
13 Safety equipment i.e. helmet, gloves, gumboot, mask, earplugs etc. provided to workers
14 Health Facility at camp and work site i.e. First Aid kit & suitable vehicle for conveyance in case of
emergency / accident
15 Permit for Procuring River sand
16 License from Department of mines for quarrying
17 Consent to establish / operation of crusher
18 Provision of labour camp with sanitation & potable water
19 Fire precautions at Hot Mix Plant and site Office
20 Air and noise monitoring done in camp site
21 Whether any cultural property is being impacted
22 Status of drainage provision in camp area
23 General House Keeping
Remarks
Submitted Checked Approved
Signature .................. Signature .................. ... Signature ............
Name .................... Name .................. ....... Name ...............
Designation ................. Designation .................. Designation
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
CMU 3: SUMMARY SHEET
(To be filled monthly by CMU and Submitted to HO, PRBDB)
Name of the corridor_
Link No._
Month
Date_
No. Description Remarks
1 No Objection Certificate
A Hot mix Plant
Location 1
Location 2
Location 3
B Cement batching Plant
Location 1
Location 2
Location 3
2 Pollution Under Certificate
Vehicles
Machineries
3 No objection Certificate for Diesel Gen set
Location 1
Location 2
4 Labour Camps
No. of sites Identified
Approved
Opened
Conforms to conditions imposed at the time of
opening of sites
Closed
5 Workers
No of workers employed
No of male workers
No of female workers
No of day workers
6 Borrow Area - _X
No. of sites identified
Approved
Opened
Quantity of available material
Quantity of material Utilized
Quantity of Topsoil preserved
Quantity to top soil used
No of sites closed
No. of sites Rehabilitated
7. Quarry
No. of sites identified
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Consulting Engineers Group Ltd., Jaipur Environment Management Plan
Si. Description Remarks
No.
Approved
Opened
Material available
Material obtained
No. of sites Rehabilitated
8 Disposal Locations
No. of sites identified
Approved
Opened
Amount of Waste disposed
Type of waste disposed
No. of sites Rehabilitated
9 Road Safety
Road Safety norms followed as per guidelines,
SP-55 and approved Traffic plan
10 Cleaning of Culvert/ drains
No. of culverts/ drains
Nos. Cleaned
1 1 Trees
No of trees marked for cutting in field
No of trees cut
No of trees to be Planted
Trees Planted
12 Haul Roads
Adequacy of maintenance of Haul Road
Network
Remarks
Submitted Checked Approved
Signature .................. Signature ................... .. Signature
Name .................... Name ................... ...... Name
Designation ................. Designation ................... Designation
Contractor Environmental Engineer Executive Engineer (CMU)
Construction Supervision Consultant
Consultancy Service for Feasibility Study and Detailed
Project Preparation for Proposed Orissa State Road Project
Table -41 (A)
Number of Hand Pumps & Water Taps. (SH-9)
SNo tmChain age at Partially Cost @71929.00 each
SNoitmkm Location L/R /Fully for bore well and
affected @52954.00for taps
I Hand pump 0.148 Left Fully 72122.00
2 Hand pump 0.8 Left Fully 72122.00
3 Hand pump 3.843 Left Fully 72122.00
4 Hand pumnp 4.445 Left Fly72122.00
5 Hand pump 4.53 Right Fully 72122.00
6 Hand pump 5.2 Left Fully 72122.00
7 Hand pump 5.68 Left Fully 72122.00
8 Hand pump 6.47 Left Fully 72122.00
9 Hand pump 6.938 Right Fully 72122.00
1 0 Hand pump 8.21 Left Fully 72122.00
11_ Hand pump 8.326 Right Fully 72122.00
12 Hand pump 9.89 Left Fully 72122.00
1 3 Hand pump 10.06 Left Fully 72122.00
14 Hand pump 11.942 Right Fully 72122.00
1 5 Hand pump 12.138 Right Fully 72122.00
1 6 Hand pump 13.28 Left Fully 72122.00
1 7 Hand pump 14.1 Right Fully 72122.00
1 8 Water Tap 14.942 Right Fully 53147.00
19 Water Tap 16.4 Left Fully 53147.00
20 Hand pump 16.5 Left Fully 72122.00
2 1 Water Tap 17.1 Left Fully 53147.00
22 Hand pump 17.145 Left Fully 72122.00
23 Hand pump 17.33 Right Fully 72122.00
24 Water Tap 17.445 L eft Fully 53147.00
25 Hand pump 17.68 Left Fully 72122.00
26 Water Tap 17.765 Left Fully 53147.00
27 Hand pump 18.38 Right Fully 72122.00
28 Hand pump 19.37 Right Fully 72122.00
29 Hand pump 20.094 Right Fully 72122.00
30 Hand pump 23.05 Right Fully 72122.00
3 1 Water Tap 25.9 Right Fully 53147.00
32 Water Tap 26.32 Left Fully 53147.00
33 Hand pump 26.93 Right Fully 72122.00
34_ Hand pump 29.4 Left Fully 72122.00
35_ Hand pump 30.4 Left Fully 72122.00
36_ Hand pump 30.735 Left Fully 72122.00
37 Hand pump 1 31.173 Left Fully 72122.00
38 1Hand pump 36.61 Left Fully 72122.00
39 Hand pump 37.18 Left Fully 72122.00
40 Hand pumip 37.24 Left Fully 72122.00
Total 2752055.00
Table - 41 (B)
Number of Hand Pumps & Water Taps (SH-53)
Chain age at Partially Cost @71929.00 each
Si No. Item km Location L/R /Fully for bore well and
affected (4252954.00for taps
I Hand pump 2.55 LEFT Fully 72122.00
2 Hand pump 2.741 LEFT Fully 72122.00
3 Hand pump 3.126 LEFT Fully 72122.00
4 Hand pump 3.41 LEFT Fully 72122.00
5 Water Tap 3.77 LEFT Fully 53147.00
6 Hand pump 3.847 LEFT Fully 72122.00
7 Hand pump 6.66 LEFT Fully 72122.00
8 Hand pump 8.454 RIGHT Fully 72122.00
9 Hand pump 8.562 RIGHT Fully 72122.00
10 Hand pump 8.879 RIGHT Fully 72122.00
11 Hand pump 11.564 LEFT Fully 72122.00
12 Hand pump 13.449 RIGHT Fully 72122.00
13 Hand pump 14.725 LEFT Fully 72122.00
14 Hand pump 16.338 LEFT Fully 72122.00
15 Water Tap 18.39 RIGHT Fully 53147.00
16 Water Tap 19.37 RIGHT Fully 53147.00
17 Hand pump 19.4 RIGHT Fully 72122.00
18 Hand pump 19.552 RIGHT Fully 72122.00
19 Water Tap 19.61 RIGHT Fully 53147.00
20 Hand pump 19.98 LEFT Fully 72122.00
21 Hand pump 20.2 LEFT Fully 72122.00
22 Hand pump 20.258 RIGHT Fully 72122.00
23 Hand pump 21.01 LEFT Partially 72122.00
24 Hand pump 22.423 LEFT Fully 72122.00
25 Hand pump 24.2 RIGHT Fully 72122.00
26 Hand pump 24.255 LEFT Fully 72122.00
27 Hand pump 26.016 RIGHT Fully 72122.00
28 Hand pump 26.49 RIGHT Fully 72122.00
29 Hand pump 27.16 LEFT Fully 72122.00
30 Hand pump 27.28 RIGHT Fully 72122.00
31 Hand pump 27.333 LEFT Partially 72122.00
32 Hand pump 29 RIGHT Fully 72122.00
33 Water Tap 29.052 RIGHT Fully 53147.00
34 Hand pump 29.68 RIGHT Fully 72122.00
35 Hand pump 29.834 LEFT Fully 72122.00
36 Water Tap 29.942 LEFT Fully 53147.00
37 Water Tap 30.34 LEFT Partially 53147.00
38 Hand pump 30.35 LEFT Fully 72122.00
39 Hand pump 31.422 LEFT Fully 72122.00
40 Hand pump 35.1 RIGHT Fully 72122.00
41 Hand pump 35.38 LEFT Fully 72122.00
42 Hand pump 35.82 RIGHT Fully 72122.00
43 Water Tap 40.9 LEFT Fully 53147.00
44 Water Tap 41.715 LEFT Fully 53147.00
45 Water Tap 44.9 RIGHT Fully 53147.00
Total 3055740.00
Table - 42 (A)
Ponds and Water bodies affected between CH.0.OOOkm TO 45.000km
SH -9 (Prt)
M0
E E
co-o ..C
ci SL lu 00 tn
Q . C4 .!C a0 I
I Pond 1.017 R 10 15 15 77955 0 0 0
2 Pond 2.485 L 12.9 22 25 129925 0 0 0
3 Pond 2.822 R 12.9 55 55 285835 0 0 0
4 Canal 4.424 R 12.8 1176 1180 6132460 0 0 0
5 Canal 4.47 L 13 430 430 2234710 0 0 0
6 Canal 5.83 R 13 251 255 1325235 0 0 0
7 Pond 8.19 R 13 18 20 103940 0 0 0
8 Pond 9.28 L 13 96 100 519700 0 0 0
9 Pond 6.9 L 8.15 37 40 207880 0 0 0
10 Pond 12.302 R 8.4 19 20 103940 0 0 0
11 Pond 12.58 R 8.3 24 24 124728 0 0 0
12 Pond 12.9 L 12.8 34 34 176698 0 0 0
13 Pond 13.112 R 13.3 19 20 103940 0 0 0
14 Pond 11.78 L 13 11 15 77955 0 0 0
15 Pond 19.555 L 12.9 26 30 155910 0 0 0
16 Pond 20.4 R 13 53 55 285835 0 0 0
17 Pond 20.47 L 13 22 25 129925 0 0 0
18 Pond 20.6 L 12.9 17 20 103940 0 0 0
19 Pond 20.67 L 13 14 15 77955 0 0 0
20 Pond 20.725 R 13 10 10 51970 0 0 0
21 Pond 20.758 R 13 5 5 25985 0 0 0
22 Pond 20.9 L 13 24 25 129925 0 0 0
23 Pond 21.9 R 13 24 25 129925 0 0 0
24 Pond 22.2 R 13 67 70 363790 0 0 0
25 Pond 22.348 L 12.9 30 30 155910 0 0 0
26 Pond 22.542 R 13 41 45 233865 0 0 0
27 Pond 22.9 R 12.9 18 20 103940 0 0 0
28 Pond 24.9 R 12.8 21 25 129925 0 0 0
29 Pond 25.05 L 12.9 27 30 155910 0 0 0
30 Pond 27.7 R 12.9 17 20 103940 0 0 0
31 Pond 27.705 L 12.9 63 65 337805 0 0 0
32 Pond 27.79 R 12.8 28 30 155910 0 0 0
33 Pond 28 L 12.9 268 270 1403190 0 0 0
34 Pond 28.062 R 13 114 115 597655 0 0 0
35 Pond 28.8 L 12.8 79 80 415760 0 0 0
36 Pond 29.147 R 12.6 315 315 1637055 0 0 0
37 Pond 29.25 L 13 54 55 285835 0 0 0
38 Pond 29.3 L 13 70 70 363790 0 0 0
39 Pond 29.4 L 13 26 30 155910 0 0 0
40 Pond 29.5 R 13 15 15 77955 0 0 0
41 Pond 29.555 L 13 75 75 389775 0 0 0
42 Pond 29.715 L 13 46 50 259850 0 0 0
43 Pond 29.7 R 13 43 45 233865 0 0 0
44 Pond 30.013 L 12.928 30 155910 0 0 0
45 Pond 30.565 R 13 27 30 155910 0 0 0
46 Pond 30.683 L 12.9 14 15 77955 0 0 0
47 Pond 30.97 L 13 43 45 233865 0 0 0
48 Pond 31.3 L 13 40 40 207880 0 0 0
49 Pond 31.417 R 13.2 26 30 155910 0 0 0
50 Pond 31.823 R 13 33 35 181895 0 0 0
51 Pond 31.96 R 13 440 440 2286680 0 0 0
52 Pond 32.1 L 13 27 30 155910 0 0 0
53 Pond 32.45 R 12.8 21 25 129925 0 0 0
54 Pond 32.49 L 13 210 210 1091370 0 0 0
55 Pond 33.2 L 13.2 21 25 129925 0 0 0
56 Pond 33.6 L 13 53 55 285835 0 0 0
57 Pond 33.87 L 12.8 134 135 701595 0 0 0
58 Pond 34 R 12.9 42 45 233865 0 0 0
59 Pond 36.1 L 12.9 39 40 207880 0 0 0
60 Pond 36.104 R 13 70 70 363790 0 0 0
61 Pond 36.428 L 13 13 15 77955 0 0 0
62 Pond 39.1 R 12.9 53 55 285835 0 0 0
63 Pond 39.263 L 12.9 20 20 103940 0 0 0
64 Pond 39.64 R 13 20 20 103940 0 0 0
65 Pond 40.266 R 13 23 25 129925 0 0 0
66 Pond* 40.36 L 13 30 30 155910 60790.00 97736.00 17597.5
67 Pond 41.5 L 13 23 25 129925 0 0 0
68 Pond 41.76 L 13 14 15 77955 0 0 0
69 Pond 42.436 R 13 58 60 311820 0 0 0
70 Pond 42.44 L 13 53 55 285835 0 0 0
71 Pond 43.24 R 13 48 50 259850 0 0 0
72 Pond 43.865 L 13 80 80 415760 0 0 0
73 Pond 44 L 13 170 170 883490 0 0 0
Total 5818 30236146 60790 97736 17598
*Site enhancement cost per for 20 trees
Table - 42 (B)
Ponds and Water bodies affected between CH.0.OOOkm TO 49.000km
SH - 53 (Part)
- -
I Pond 2.77 C L 75 77955 0 0 0
2 Pond 17.81 13 314. 35 181955 0 0 0
3 Pond 17.6 L 13 12 15 51955 0 0 0
4 Pond 87.915 R 13 32 5 2519985 0 0 0
10 Pond 13.737 L 8 134 135 771955 0 0 0
7 od 1. 49 1 775 0 C
8 on 1 .7 L 8 2 1 75
1 Pond 27.744 C 75 75 358975 0 0 0
20 Pond 29.81 R 13 134135 78195 0 0 0
11 Pond 19.665 L 8 45 45 233865 0 0 0
12 Pond* 20.27 L 8 81 85 441745 60790.00 97736.00 43993.75
13 Pond* 20.868 L 13 23.5 25 129925 60790.00 97736.00 43993.75
14 Pond 22.29 L 13 9 10 51970 0 0 0
15 Pond 26.59 R 13 18 20 103940 0 0 0
16 Pond 31.484 L 8 24 25 129925 0 0 0
17 Pond 36.723 L 13 40 40 207880 0 0 0
18 Pond 37.35 L 13 1265 265 1377205 0 0 0
Total 865 4495405 121580 195472 87987.5
*Site enhancement cost per for 50 trees
77955
129925
285835
6132460
2234710
1325235
103940
519700
207880
103940
124728
176698
103940
77955
155910
285835
129925
103940
77955
51970
25985
129925
129925
363790
155910
233865
103940
129925
155910
103940
337805
155910
1403190
597655
415760
1637055
285835
363790
155910
77955
389775
259850
233865
155910
155910
77955
233865
207880
155910
181895
2286680
155910
129925
1091370
129925
285835
701595
233865
207880
363790
77955
285835
103940
103940
129925
332034
129925
77955
311820
285835
259850
415760
883490
0 30412269.50
o
C)
389775
181895
51970
129925
103940
77955
77955
77955
25985
701595
233865
644264.75
332444.75
51970
103940
129925
207880
1377205
4900444.5
Table - 43 (A)
Passenger Shed at Bus Bay
SH - 9 (Part)
Cost of Cost of Grease and
SI. No. Structure Chainage Location Passenger shed Oil separator &
at km left /right @ 57653.00 Soak Pit at Truck
@ 5763.00 Lay Bye
I Passenger Shed at Bus Bay 0.1 Left 58806.00 -
2 Passenger Shed at Bus Bay 0.07 Right 58806.00 -
3 Passenger Shed at Bus Bay 3.6 Left 58806.00 -
4 Passenger Shed at Bus Bay 3.595 Right 58806.00 -
5 Passenger Shed at Bus Bay 5.4 Left 58806.00 -
6 Passenger Shed at Bus Bay 6.4 Left 58806.00 -
7 Passenger Shed at Bus Bay 6.545 Right 58806.00 -
8 Passenger Shed at Bus Bay 9.8 Left 58806.00 -
9 Passenger Shed at Bus Bay 10.095 Right 58806.00 -
10 Passenger Shed at Bus Bay 11.4 Left 58806.00 -
11 Passenger Shed at Bus Bay 12.295 Right 58806.00
12 Passenger Shed at Bus Bay 13.8 Left 58806.00 -
13 Passenger Shed at Bus Bay 14.195 Right 58806.00 -
14 Passenger Shed at Bus Bay 16.5 Left 58806.00 -
15 Passenger Shed at Bus Bay 17.895 Right 58806.00 -
16 Passenger Shed at Bus Bay 20.2 Left 58806.00 -
17 Passenger Shed at Bus Bay 21.395 Right 58806.00 -
18 Passenger Shed at Bus Bay 24.25 Left 58806.00 -
19 Passenger Shed at Bus Bay 24.545 Right 58806.00 -
20 Passenger Shed at Bus Bay 25.7 Left 58806.00 -
21 Passenger Shed at Bus Bay 26.245 Right 58806.00 -
22 Passenger Shed at Bus Bay 26.6 Left 58806.00
23 Passenger Shed at Bus Bay 27.095 Right 58806.00
24 Passenger Shed at Bus Bay 30.5 Left 58806.00
25 Passenger Shed at Bus Bay 31.195 Right 58806.00
26 Passenger Shed at Bus Bay 32.75 Left 58806.00
27 Passenger Shed at Bus Bay 33.095 Right 58806.00
28 Passenger Shed at Bus Bay 36.295 Right 58806.00
29 Passenger Shed at Bus Bay 37.195 Left 58806.00 -
30 Passenger Shed at Bus Bay 39.5 Left 58806.00 -
31 Passenger Shed at Bus Bay 40.195 Right 58806.00 -
32 Passenger Shed at Bus Bay 41.9 Left 58806.00 -
33 Passenger Shed at Bus Bay 42.595 Right 58806.00
34 Passenger Shed at Bus Bay 43.1 Left 58806.00
35 Passenger Shed at Bus Bay 43.295 Right 58806.00
36 Passenger Shed at Bus Bay 44.5 Left 58806.00 -
37 Passenger Shed at Bus Bay 1.600 Left 58806.00 129059.00
Total 2175822.00 129059.00
2304881.00
Table - 43 (B)
Passenger Shed at Bus Bay
SH - 53 (Part)
Cost of Cost of Grease and
SI. No. Structure Chainage Location Cost of Oil separator &
at km left /right Passenger Soak Pit at Truck
@ 5763.00 Lay Bye
1 Passenger Shed at Bus Bay 8 Left 58806.00 -
2 Passenger Shed at Bus Bay 8.255 Right 58806.00 -
3 Passenger Shed at Bus Bay 11.47 Left 58806.00 -
4 Passenger Shed at Bus Bay 11.95 Right 58806.00 -
5 Passenger Shed at Bus Bay 13.3 Left 58806.00 -
6 Passenger Shed at Bus Bay 13.555 Right 58806.00 -
7 Passenger Shed at Bus Bay 14.375 Left 58806.00 -
8 Passenger Shed at Bus Bay 14.63 Right 58806.00 -
9 Passenger Shed at Bus Bay 17.4 Left 58806.00 -
10 Passenger Shed at Bus Bay 17.72 Right 58806.00 -
11 Passenger Shed at Bus Bay 18.445 Left 58806.00 -
12 Passenger Shed at Bus Bay 19.4 Right 58806.00 -
13 Passenger Shed at Bus Bay 20.02 Left 58806.00 -
14 Passenger Shed at Bus Bay 24.095 Left 58806.00 -
15 Passenger Shed at Bus Bay 24.345 Right 58806.00 -
16 Passenger Shed at Bus Bay 24.345 Left 58806.00 -
17 Passenger Shed at Bus Bay 26.095 Right 58806.00 -
18 Passenger Shed at Bus Bay 27.045 Left 58806.00 -
19 Passenger Shed at Bus Bay 27.545 Right 58806.00 -
20 Passenger Shed at Bus Bay 29.27 Left 58806.00 -
21 Passenger Shed at Bus Bay 30.02 Right 58806.00 -
22 Passenger Shed at Bus Bay 30.845 Left 58806.00
23 Passenger Shed at Bus Bay 31.825 Right 58806.00 -
24 Passenger Shed at Bus Bay 33.695 Right 58806.00 -
25 Passenger Shed at Bus Bay 34.045 Left 58806.00 -
26 Passenger Shed at Bus Bay 34.97 Left 58806.00 -
27 Passenger Shed at Bus Bay 40.02 Right 58806.00 -
28 Passenger Shed at Bus Bay 40.945 Left 58806.00 -
29 Passenger Shed at Bus Bay 41.175 Right 58806.00 -
30 Passenger Shed at Bus Bay 42.345 Left 58806.00 -
31 Passenger Shed at Bus Bay 44.245 Right 58806.00 -
32 Passenger Shed at Bus Bay 45.1 Left 58806.00 -
33 Passenger Shed at Bus Bay 45.595 Right 58806.00 -
34 Passenger Shed at Bus Bay 46.845 Left 58806.00 -
35 Passenger Shed at Bus Bay 47.025 Right 58806.00 -
36 Passenger Shed at Bus Bay 4.700-4.800 Left 58806.00 129059.00
Total 2117016.00 129059.00
2246075.00
Table - 44 (A)
Cost of Site Enhancement at Spur Road Junction
SH - 9 (Part) .00045.000km
Cost of site
SI. No. Chainage Left Right Junction Enhancement
1 0.625 - RIGHT
2 0.87 - RIGHT
3 1.07 - RIGHT
4 1.72 - RIGHT
5 2.774 LEFT
6 3.32 LEFT
7 3.95 RIGHT JUNCTION 50496.00
8 4.376 RIGHT
9 4.905 LEFT
10 5.663 RIGHT
11 5.821 RIGHT
1 2 5.826 LEFT
1 3 6.136 LEFT
14 6.381 LEFT
15 6.5 LEFT - JUNCTION 50496.00
16 7.065 RIGHT
187 7.558 __ RIGHT
1 8 7.69 RIGHT
1 98.135 RIGHT
20 8.2 - RIGHT
21 8.235 - RIGHT
22 9.125 LEFT
23 9.387 LEFT
24 9.976 RIGHT
25 10.32 RIGHT
26 10.446 RIGHT
27 10.635 LEFT
28 11.316 LEFT
29 11.586 RIGHT
30 11.646 RIGHT
36 11.847 LEFT
32 12.033 RIGHT
33 12.226 LEFT JUNCTION 50496.00
34 12.646 LEFT
3 5 12.68 RIGHT
36 12.97 LEFT
37 13.08 LEFT
3 8 13.3 LEFT
39 13.35 LEFT
40 13.97 LEFT
4 1 14.147 LEFT
42 14.16 RIGHT
43 14.224 LEFT
44 14.542 RIGHT
45 16.41 RIGHT JUNCTION 50496.00
46 16.46 LEFT
47 16.75 RIGHT
48 17.176 RIGHT
49 17.246 LEFT
50 17.67 I RIGHT JUNCTION 50496.00
51 18.015 RIGHT
52 18.415 RIGHT JUNCTION 50496.00
53 18.44 LEFT
54 18.594 RIGHT
55 19.044 RIGHT
56 19.37 RIGHT JUNCTION 50496.00
57 20.155 LEFT
58 20.156 - RIGHT
59 20.818 - RIGHT
60 21.063 - RIGHT
61 21.393 - RIGHT
62 21.413 LEFT JUNCTION 50496.00
63 21.437 - RIGHT
64 21.83 - RIGHT
65 21.988 - RIGHT JUNCTION 50496.00
66 22.454 - RIGHT
67 22.536 - RIGHT
68 22.75 - RIGHT
69 22.877 LEFT
70 22.878 RIGHT
71 23.105 RIGHT
72 23.231 LEFT JUNCTION 50496.00
73 23.246 - RIGHT ___NTIO_5046_0
74 23.61 - RIGHT
75 23.68 - RIGHT
76 23.94 - RIGHT
77 24.383 - RIGHT
78 24.595 LEFT
79 24.595 - RIGHT
80 24.9 - RIGHT
81 25.147 - RIGHT
82 25.261 - RIGHT
83 25.977 LEFT
84 26.13 RIGHT
85 26.232 LEFT
86 26.862 LEFT
87 26.867 RIGHT
88 27.494 LEFT -
89 27.537 RIGHT
90 27.673 LEFT
91 27.895 LEFT
92 28.67 RIGHT
93 29.404 LEFT -
94 29.467 LEFT -
95 30.38 LEFT -
96 31.794 LEFT -
97 32.017 LEFT
98 32.171 LEFT
99 33.118 RIGHT JUNCTION 50496.00
100 33.18 LEFT
101 33.55 RIGHT
102 33.99 LEFT
103 36.069 LEFT
104 36.19 RIGHT JUNCTION 50496.00
105 36.2 LEFT
106 36.234 LEFT
107 37.247 LEFT JUNCTION 50496.00
108 38.265 LEFT
109 39.1 LEFT
110 39.185 RIGHT
111 39.32 RIGHT
112 39.583 RIGHT
113 39.874 LEFT
114 39.995 RIGHT JUNCTION 50496.00
115 40.266 RIGHT
116 40.462 RIGHT
117 40.543 RIGHT
118 40.88 RIGHT
119 41.7 LEFT
120 41.817 RIGHT
121 42.278 RIGHT
122 42.848 LEFT
123 43.169 - RIGHT
124 43.505 - RIGHT
125 44.125 - RIGHT
126 44.426 - RIGHT
Total 14 Junctions 706944.00
Table - 44 (B)
Cost of Site Enhancement at Spur Road Junction
SH -53 (Part) 0.000-45.000km)
SI. No. Chainage Left Right Junction Cost of site
Enhancement
1 0.26 Right
2 0.365 Right
3 0.39 LEFT
4 0.568 LEFT
5 0.928 LEFT
6 1.352 Right
7 1.355 LEFT JUNCTION 50496.00
8 1.635 Right
9 1.716 LEFT
10 1.79 Right JUNCTION 50496.00
11 1.845 LEFT
12 2.14 LEFT - -_-_-
13 2.273 LEFT _
14 2.428 Right
15 2.843 LEFT
16 3.327 Right
17 3.357 LEFT JUNCTION 50496.00
18 3.585 Right JUNCTION 50496.00
19 4.415 Right
20 4.417 LEFT JUNCTION 50496.00
21 5.977 Right JUNCTION 50496.00
22 6.675 LEFT
23 7.67 Right
24 7.75 LEFT
25 7.79 Right . -
26 8.465 - Right JUNCTION 50496.00
27 8.68 LEFT JUNCTION 50496.00
28 8.73 LEFT JUNCTION 50496.00
29 8.875 LEFT
30 9.6 Right
31 10.018 LEFT
32 10.02 Right
33 10.046 LEFT J JUNCTION 50496.00
34 10.78 LEFT
35 11.6 LEFT
36 11.71 LEFT
37 11.72 Right
38 11.795 LEFT
39 11.795 Right JUNCTION 50496.00
40 12.49 Right
41 12.73 LEFT
42 13.08 LEFT
43 13.46 LEFT JUNCTION 50496.00
44 13.73 LEFT
45 13.78 LEFT
46 14.525 LEFT JIUNCTION 50496.00
47 14.735 Right
48 16.33 LEFT
49 17.015 Right JUNCTION 50496.00
50 17.62 LEFT
51 18.14 Right
52 18.4 Right
53 18.86 LEFT 50496.00
54 18.865 Right JUNCTION
55 19.4 LEFT JUNCTION 50496.00
56 19.45 LEFT JUNCTION 50496.00
57 19.552 LEFT
58 19.552 Right
59 20.005 LEFT _
60 20.445 Right
61 21.027 LEFT
62 21.885 LEFT -
63 22.43 LEFT
64 22.82 Right
65 24.2 Right
66 24.25 LEFT JUNCTION 50496.00
67 25.7 Right
68 26.58 Right
69 26.73 Right
70 26.98 Right
71 27.29 LEFT
72 27.311 Right
73 27.957 Right
74 28.44 - Right
75 29.115 LEFT
76 29.585 Right
77 29.61 LEFT
78 29.85 Right
79 30.225 LEFT
80 30.245 Right
81 30.335 LEFT JUNCTION 50496.00
82 31.085 LEFT
83 31.085 Right
84 31.476 LEFT
85 31.58 Right JUNCTION 50496.00
86 32.036 LEFT
87 32.89 LEFT __X____X
88 32.89 Right
89 32.985 Right
90 33.895 Right
91 33.95 LEFT JUNCTION 50496.00
92 35.1 Right
93 35.36 LEFT
94 35.45 LEFT
95 35.81 Right JUNCTION 50496.00
96 36.57 LEFT JUNCTION 50496.00
97 37.67 Right
98 38.54 Right JUNCTION 50496.00
99 38.62 LEFT
100 39.87 LEFT
101 39.975 Right JUNCTION 50496.00
102 40.045 LEFT J1UNCTION 50496.00
103 40.565 LEFT JUNCTION 50496.00
104 40.73 LEFT
105 41.855 LEFT
106 43.97 Right
107 44.028 Right JUNCTION 50496.00
108 44.11 Right
109 44.218 Right
110 44.63 LEFT JUNCTION 50496.00
111 44.765 Right
112 44.907 Right
113 45.325 LEFT -
114 46.4 Right
115 47.01 Right JUNCTION 50496.00
Total 30 Junctions 1514880.00
Table - 45 (A)
Chainage wise location of the CPR on left and right side of SH-9 (Part) coming under impact fi
Mitigation measures
Partially Cost of
SI. No. Structure Chainage Location affected/fully Avoidance /Mitigation Boundary wall
at km Left / Right affected /Minimization Proposed and site
enhancement
I Temple 0.03 Left Partially Boundary wall with gate 77058.00
- ________ Temple 0.03____ Ltil noise & dust mitigation
New boundary wall with
2 Temple 0.06 Right Partially noise & dust mitigation 77058.00
New gate on approach road
3 Temple 0.8 Left Partially and noise & dust mitigation 77058.00
on SH side
New boundary wall with
4 Temple 11.362 Right Partially noise & dust mitigation and
new gate on approach road 77058.00
away from the SH
Compensation for relocation
5 Temple 11.928 Right Partially of structures new boundary 77058.00
wall with noise & dust
mitigation and flower not
Compensation for relocation
6 Temple 11.932 Right Partially of structures new boundary 77058.00
wall with noise & dust
mitigation and flower vot
Hanuman statue to be
7 Tme 117 ih Pr relocated within the temple 77058.00
7 Temple 13.167 Right Partially with boundary wall having
noise & dust mitigation
Compensation for relocation
of structures and noise &
8 Temple 13.28 Left Partially dust barrier with boundary 77058.00
wall
Compensation for relocation
9 Temple 14.583 Right Partially of structures and noise & 77058.00
dust barrier with boundary
wall
Provision of toe wall to
reduce acquisition and site
10 Religious 16.245 Left Partially enhancement planting with 51970.00
altemate gate away from the
road
Compensation for relocation
I Temple 18.413 Right Partially of structures and noise & 77058.00
11 Tmple 18.43 Rght artilly dust barrier with boundary
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _w a ll _ _ _ _ _ _ _
Compensation for relocation
12 Temple 19.376 Right Partially of structures and noise & 77058.00
dust barrier with boundary
wall
Compensation for relocation
13 Temple 21.975 Right Partially of structures. Noise & dust 77058.00
barrier with boundarv wall
Boundary wall with flower
14 Temple 23.64 Right Partially pots & dust cum noise filter 77058.00
planting
Alternate entry away from
15 Temple 24.584 Right Partially the road with noise & dust 77058.00
-_ mitigation
New boundary wall with
noise & dust barrier and
16 Temple 26.023 Right Partially altemate entry away from the 77058.00
road on existing opening
with gate
New boundary wall with
noise & dust barrier and
17 Temple 27.5 Left Partially alternate entry away from the 77058.00
road on existing opening
with sate
New boundary wall with
noise & dust barrier and
18 Temple 27.746 Right Partially altemate entry away from the 77058.00
road on existing opening
with izate
Compensation for relocation
of new structure in addition
to new construction of
19 Temple 30.45 Left Partially boundary wall with noise & 77058.00
dust mitigation and alternate
entry away from road
Compensation for relocation
of new structure in addition
20 Temple 31.347 Left Partially to new construction of 77058.00
boundary wall with noise &
dust mitigation and alternate
entry away from road
Compensation for relocation
of new structure in addition
21 Temple 33.01 Left Partially to new construction of 77058.00
boundary wall with noise &
dust mitigation and alternate
entry away from road
Compensation for relocation
of new structure in addition
22 Temple 39.81 Right Partially to new construction of 77058.00
boundary wall with noise &
dust mitigation and alternate
entry away from road
23 Temple 40 Right Partially Noise & dust barrier with 77058.00
gate and flower pots
Compensation for relocation
of structures, construction of
24 Temple 42.577 Right Partially new boundary wall with 77058.00
flower pots noise & dust
mitigation and site
enhancement planting
Compensation for relocation
of structures, construction of
25 Temple 42.927 Right Partially new boundary wall with 77058.00
flower pots noise & dust
mitigation and site
enhancement planting
Compensation for relocation
of structures, construction of
26 Temple 43.317 Right Partially new boundary wall with 77058.00
6 ey flower pots noise & dust
mitigation and site
enhancement planting
Total 1978420.00
Hospital IHealth Center
Govt. 0Boundary wall with dust cum
I Hospital 13.3 Left Partially noise filter and site 80137.00
enhancement plantation
Boundary wall with dust cum
2 PHC 17.13 Left Partially noise filter and site 85789.00
enhancement plantation
Boundary wall with dust cum
3 PHC 39.6 Left Partially noise filter and site 85789.00
enhancement plantation
Total 251715.00
Govt. Building
I Post Office 4.525 Right Partially Compensation for relocation 0.00
2 Office Bldg. 16.355 Left Partially Compensation for relocation 0.00
Police Boundary wall with dust cum
3 Station 17.1 Left Partially noise filter and site 0.00
enhancement plantation
Co- Compensation for the
4 Operative 31.3 Left Partially acquired structure0.00
Bank chec
5 Forest check 32.885 Left Partially Compensation for relocation 0.00
gate I__
6 Police 39.662 Right Partially To be established by Police 0.00
Check Post 3 department
Total 0.00
Passenger Shade
Cost shown
I Passenger 14.173 Left Fully Relocated against new
Shade Passenger Shed
Cost shown
2 Passenger 17.317 Right Fully Relocated against new
Shade Passenger Shed
Cost shown
3 Passenger 24.616 Right Fully Relocated against new
Shade Passenger Shed
PassngerCost shown
4 Passenger 26.01 Left Fully Relocated against new
Passenger Shed
Cost shown
5 Passenger 30.438 Right Partially Relocated against new
Shade Passenger Shed
Cost shown
6 Passenger 40 Left Fully Relocated against new
Shade Passenger Shed
Cost shown
7 Passenger 0.15 Right Partially Relocated against new
Passenger Shed
Vg Cost shown
8 Passenger 2.8 Right Partially Relocated against new
Shade Passenger Shed
Cost shown
9 Passenger 6.5 Right Partially Relocated against new
Passenger Shed
PassngerCost shown
10 Passenger 12.8 Left Partially Relocated against new
PShade _assenger Shed
Passene Cost shown
Padenger 13.19 Left Partially Relocated against new
Passenger Shed
Passe Cost shown
12 aenger 16.25 Left Partially Relocated against new
Passenger Shed
Passene Cost shown
13 aenger 16.3 Right Partially Relocated against new
Passenger Shed
PassngerCost shown
14 Shade 16.59 Left Partially Relocated against new
Passenger Shed
Schools
Dibyabhumi
School 21 Left Partially cum dust filter 123961.00
New boundary wall with
2 School 22.76 Left Partially alternate gate with noise & 123961.00
dust mitigation
New boundary wall with
3 School 22.76 Right Partially alternate gate with noise & 123961.00
dust mitigation.
4 School 25.2 Right Partially Noise & dust barrier, gate. 123961.00
Construction of boundary
wall with noise & dust
5 School 27.56 Left Partially barrier on SH side and new 123961.00
gate on new approach road
away from SH
Boundary wall with
6 School 29.95 Left Partially interception wall and noise 167736.00
cum dust filter.
Alternate entry point with
7 School 36.85 Left Partially alternate site boundary wall, 123961.00
gate, Noise & dust barrier.
New boundary wall with gate
8 School 39.3 Right Partially noise & dust barrier on 123961.00
alternate entry point.
Boundary wall with
9 School 40.72 Left Partially interception wall and noise 167736.00
cum dust filter.
Boundary wall with the gate
10 School 41.5 Left Partially relocated on the right side 123961.00
approach road with noise &
dust barrier
I1I School 41.56 Left Partially Additional structure for noise 123961.00
& dust mitigation.
Spur road along the boundary
12 School 41.8 Right Partially with dust & noise mitigation 167736.00
on SH side.
13 School 43.7 Right Partially New boundary wall with dust 123961.00
1_ 1_ & noise mitigation
Total 1742818.00
Table - 45 (B)
Chainage wise location of the CPR on left and right side of SH-53 (Part) coming under
impact for Mitigation measures
Partially Cost of
SI. No. Structure Chainage Location tffected/full Avoidance /Mitigation Boundary wall
at km Left / Right y affected /Minimization Proposed and site
y aenhancement
Metal barricade, at age of
I Satsanga Bihar 0.1 Left Partially hard to preventr 27590.00
@27590/- to prevent direct
entry to the SH
Boundary wall with flower
2 Temple 3.48 Right Partially pots & dust cum noise 77058.00
filter Planting
Site enhancement
3 Temple 3.75 Right Partially plantation with shifting of 77058.00
Tempe 3.5 Rght artilly gate and boundary wall
away from the SH.
Boundary wall with flower
4 Temple 3.79 Left Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
5 Temple 3.837 Left Partially pots & dust cum noise 77058.00
filter planting
Site enhancement planting
6 Temple 19.3 Right Partially 20nos. on the road side 17597.5
and approach
Boundary wall with flower
7 Temple 20 Right Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
8 Temple 24.25 Right Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
9 Temple 25.87 Left Partially pots & dust cum noise 77058.00
filter Dlanting
Boundary wall with flower
10 Temple 29.71 Left Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
11 Temple 40.58 Right Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
12 Temple 41.64 Left Partially pots & dust cum noise 77058.00
filter planting
Boundary wall with flower
13 Temple 42.3 Left Partially pots & dust cum noise 77058.00
_ __ __ filter planting
Total 892825.50
=__ Passe nger Shade
Cost shown in
I Passenger Shed 13.48 Left Partially Relocated New Passenger
Shed location
Cost shown in
2 Passenger Shed 14.5 Left Fully Relocated New Passenger
Shed location
Cost shown in
3 Passenger Shed 14.73 Right Fully Relocated New Passenger
Shed location
Cost shown in
4 Passenger Shed 17.6 Left Fully Relocated New Passenger
Shed location
Cost shown in
5 Passenger Shed 31.635 Right Partially Relocated New Passenger
Shed location
Cost shown in
6 Passenger Shed 35.1 Left Partially Relocated New Passenger
-_ Shed location
Cost shown in
7 Passenger Shed 35.823 Right Partially Relocated New Passenger
Shed location
Cost shown in
8 Passenger Shed 39.84 Left Partially Relocated New Passenger
Shed location
Cost shown in
9 Passenger Shed 42.34 Left Fully Relocated New Passenger
Shed location
Cost shown in
10 Passenger Shed 44.23 Right Partially Relocated New Passenger
I_IShed location
Govt. Buildings
1 Irrigation Office 0.98 Right Partially DuuUudIy wall oL UUSL LUll, 80137.00
2 Govt. Building 20.05 Right Partially relocaton of buildng
Ceompnation oforilin
3 Tahasil Office 20.22 Right Partially Compensation for
relocation of building
4 Govt. Building 31.71 Left Partially relocation of building
I relCompnation oforilin
5 Govt. Building 41.3 Right Partially Compensation for
relocation of building
Total 80137.00
Health Center /Hospital
Entry to be shifted left side
Primary Health approach road with new 123961.00
P acenter 19.68 Right Partially gate, boundary wall, noise
& dust barrier
2 Hatadihi 29.25 Left Partially Boundary wall with noise 85789.00
Dispensary cum dust filter.
3 Y H 45.8 Left j a Boundary wall with noise 85789.00
center T cum dust filter
Total 295539.00
Schools
Boundary wall and noise
I ITI School 5.75 Left Partially cum dust filter and site 124159.75
enhancement Plantation
20nos.
Engineering Boundary wall and noise
2 College 8.32 Left Partially cum dust filter and site 124259.125
Barapada 30nos.
Boundary wall with
interception wall and noise
3 School 18 Left Partially cum dust filter and site 124358.5
enhancement Plantation
40nos.
Site enhancement planting
4 School 18.08 Left Partially outside boundary wall 124259.125
noise & dust barrier with
gate 30nos.
Site enhancement planting
5 School 19.98 Right Partially along the boundary wall 397.5
40nos.
Construction of new
affected building and
shifting of gate to pond
side road with new gate
6 Bantha Girl 20 Left Partially boundary wall with noise 143274.00
School & dust mitigation, metal
barricade @2759/- per rmt
for 7mtr on pond side to
prevent accidental fall into
the pond.
7 School 30.2 Right Partially New boundary wall, gate, 123961.00
Snoise & dust mitigation.
Boundary wall noise &
8 College 30.3 Right Partially dust barrier with gate, site 124259.125
30nos.
Boundary wall noise &
9 Schooldust baer with gate, site 124259.125
Schol 3.9 Lft artilly enhancement planting
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _3 0 n o s. _ _ _ _ _ _
Boundary wall noise &
10 School 36.25 Left Partially dust barrier with gate, site 124457.875
enhancement planting in
side 50nos.
Shifting of gate to the side
road with noise & dust
11 School 43.9 Left Partially barrier and enhancement 124259.125
planting on approach road
30nos.
12 School 44.3 Left Partially Planting of 30 trees as 26396.25
noise & dust baricade
Site enhancement planting
13 School 44.7 Right Partially with noise & dust barrier 167736.00
interception barricade
New boundary wall with
14 School 45.1 Right Partially noise & dust mitigation 123961.00
and 2zate
Site enhancement planting
15 School 46.975 Left Partially inside, new boundary wall 124259.125
with noise & dust barrier
30nos.
Total 1704256.63
Table - 46
Maintenance of Haulage roads
Length of Rate per cum Approximate
Si. Name of the haulage Type of as per quantity to
No. Quarry road in carriageway Qty required technical be
km specification transported
clause 3002 in cum
considering 40%
Bagudi stone length to be
quarry Coarse NH-5 - 34km maintained of
I aggregate, Fine 43 Kachha road kachha powtion 55.00 5760.00
aggregate and 9km =00x 0 4m whidthor
GSB Material x 0.2m thick for 2
occurances
considering 40%
length to be
Sand from river NH-5 34km, maintained of
3 Baitarani near 37 Kachha road kachha portion= 55.00 1920.00
Sathipur 3km 3000 x 4m width
x 0.2m thick for 2
occurances
considering 40%
length to be
SH-53 - 30 maintained of
5 GBad 43 km, Kachha kachha portion= 55.00 1280.00
Murrom quarry road 2km 2000 x 4m width
x 0.2m thick for 2
occurances
Total
Cost of
maintenance
316800.00
105600.00
O 70400.00
49809
Table - 47
Detail Abstract of cost for Environment and Biodiversity Management
Plan and Mitigation Measures (SH-9 Part & SH-53 Part)
SI No. Structure Nos. Cost per Unit Total Cost
Site enhancement proposed at Spur road Junctions (Y & T
1 junction) 14+30 refer 44 50496.00 2221824
Table - 24 with 44 (A&B)
School boundary wall with noise & dust mitigation and gate for 123961.00
21mtr Table - 45 (A&B) 26
Boundary wall with gate and noise & dust mitigation measure 85789.00
approach road and shrub plantating Table - 45 (A&B) 37 (A)
2 Boundary wall without gate and noise & dust mitigation 41 80137.00 3447074.63
measureTable - 45 (A&B), 37 (B)
Boundary wall with noise & dust mitigation grill gate and
metal interception barricade with approach road and shrub 167736.00
plantine Table - 45 (A&B) 38
Improved boundary wall with gate, noise & dust mitigation and
3 site enhancement planting for Govt. Buildings refer Table - 45 2 85789.00 171578
(A&B) 37(A)
Improved boundary wall without gate, noise & dust mitigation
and site enhancement planting for Govt. Buildings refer Table - 1 80137.00 80137
45 (A&B), 37 (B)
Temple Boundary wall 36 77058.00 2774088
4 Religious shrine Table - 45 (A), 32 1 5197.00 5197
5 Oil & Grease filter with soak pit Table - 43 (A&B), 34 2 129059.00 258118
Potable Water sources
(a) Hand Pumps (Bore well) with raised cement concrete
platform connected to soak pit for ground water recharge and
site enhancement planting refer (33+35) Table - 41 (A&B), 31 68 72122.00 4904296
6
(b) Stand post (Water taps) with raised cement concrete
platform connected to soak pit for ground water recharge and
site enhancement planting (7+ 10) refer Table- 41 (A&B), 35 17 53147.00 903499
7 Water bodies and Ponds provided with Toe walls (5818+865) 6683 5197.00 34731551
Table - 42 (A&B), 32
8 Water bodies and Ponds provided with Bathing ghat (1+2) 3 97736.00 293208
Table -42 (A&B), 29
9 Water bodies and Ponds provided with Spillway (1+2) Table - 3 60790.00 182370
42 (A&B). 28
Water bodies and Ponds provided with Site Enhancement
10 planting (1+2) locations @351950/- per 400 plants with 120 351950 105585
tree guard Table - 42 (A&B), 27
Avenue Planting with Tree guards total (10+ 15=25) km refer 25 351950 8798750
Table - 7 (A&B),
12 Reptile underpass connected to Trap drains including cost of 11 48456.00 533016
Pipe culvert and Trap drains (6+5) refer Table -5, 33
13 Enumeration of Trees to be Felled (3967+2286) refer Table 6 6253 2.40 15007.2
(A&B), 39
14 Maintenance of haulage road for 4 occurances as per technical Refer Table 492800.00
specification cl.3002 no.46
Total 59918098.83
ABSTRACT COST
Si No. Structure Nos Cost per one structure
1 Spur Road Junction 1 50496.00
2 School Boundary Wall(Noise & dust) 1 123961.00
3 Temple Boundary Wall 1 77058.00
4 Soak Pit(Bus Truck Lay Bye) 1 129059.00
5 Bathing Ghat at ponds 1 97736.00
6 Spillway Gate for water bodies and ponds 1 60790.00
7 Passenger Shelter for bus stop 1 58806.00
8 Tube well 1 72122.00
9 Tree Guard 1 768.00
10 Joint enumeration of tree removal 1 2.40
11 Toe wall for water bodies 1 5197.00
12 Trap drain for reptiles and small animals underpass 1 48456.00
13 Stand post (Water Tap) with platform, soak pit and site l 53147.00
enhancement
14 Costing of Boundary Wall with gate 1 85789.00
15 Costing of Boundary Wall without gate 2 80137.00
16 Costing of Interception Barricade 1 168186.00
17 Avenue Plantation Norm 1 351950.00
Table - 24
Costing of Site improvement at Selected Feeder Road / Spur road Junction to Prevent
Encroachment and Allow visibility
SL -
No. ITEM Unit No Length Breadth Height Quantity Rate Cost
Kerb-P.C.C M20 as per Technical RM 1 80 80 168.00 13440.00
spec.clause No. 408.
Earthwork in excavation for base of 2
2 M.S grill cum 2 20 0.25 0.25 2.5 31.00 77.50
3 Sand filling for base cum 2 20 0.25 0.1 I 110.00 110.00
4 P.C.C M15 for base cum 2 20 0.25 0.4 4.00 2991.00 11964.00
Painting two coats on new concrete
surface sqm 2 20 0.4 16.00 34.00 544.00
6 M.S. GRILL ( @ 22 kg per Sqm)
6 i.ncLu cs of pai ntin MT 2 20 0.7 0.308 45000 13860.00
including cost of painting
7 Planting Cost Nos 700 700 15.00 10500.00
Total Cost 50495.50
ay :50496.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/01 -B &C
Table - 25
Costing of Boundary Wall
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
No. .
a)Earthwok in Excavation of
I foundation as per clause 304 cum 1 20.00 0.7 1.00 14 31.00 434.00
sl.12 .I(i)
Sand Filling in Foundatio
2 Trenches as per Drawing & cum 1 20.00 0.7 0.100 1.4 110.00 154.00
Technical Specification 30 &
S112.3 of MORT&H
Plain/Reinforced Cement
Concrete M15 in Open
Foundation complete as per
3 Drawing and Technical cum 1 20.00 0.7 0.1 1.4 2991.00 4187.40
Specifications
1500,1700&2100 & S112.8 o
MORT&H
a)RCC M20 for boundary wall
base cum 1 20.00 0.7 0.2 2.8 3814.00 10679.20
4
b)R.C.C M20 for
bpsRCure 0oundr w cum 1 20.00 0.2 2.2 8.8 4118.00 36238.40
superstructure(Boundr wall
Supplying, fitting and placing
HYSD bar for reinforcement as MT 1 @ 40kg per cum 0.464 42406.00 19676.38
per specifications 1600&2200
&S113.6 of MORT&H
12mm thick Cement Plaster
6 1:3 as per Cl.1300 sqm 2 20 1.5 60.00 59.80 3588.00
&2200&S113.3 of MORT&H
7 Fixed flower vase Nos 21 21 100.00 2100.00
Total Cost 77057.38
Sa 77058.00
For design specification details refer Drawing No.OSRP/CEG/SH/ENV/04-A
Table - 26
Costing of Boundary Wall for Noise and Dust Mitigation with Site Enhancement at
Religious Sites
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
a)Earthwok in Excavation of
I foundation as per clause 304 sl. 12
.1(i) -
Wall cum 1 21.00 1.2 0.9 22.68 31.00 703.08
Sand Filling in Foundation Trenches
2 as per Drawing & Technical
Specification 304 & S112.3 of
MORT&H -_-
Wall cum 1 21.00 1.2 0.1 2.52 110.00 277.2
a)RCC M20 for boundary wall base cum 1 21.00 1.2 0.2 5.04 3814.00 19222.56
3 --
b)R.C.C M20 for
superstructure(Boundary wall) cum 1 21.00 0.2 2.45 10.29 4118.00 42374.22
Supplying, fitting and placing HYSD
bar for reinforcement as per M
specifications 1600&2200 &S113.6 MT 1 @ 40.00 kgm 0.6132 42406.00 26003.36
of MORT&H -
12mm thick Cement Plaster 1:3 as
5 per Cl.1300 &2200&S113.3 of sqm 2 21 1.85 77.70 59.80 4646.46
MORT&H -
Providing & erecting wire ropes dust
& noise barrier screen using
5Ox5Ox5mm G.l angle post 1200mm
long embeded in R.C.C wall as per
design at 1.5m interval with 6
strands of 25mm G.1 wire rope fitted
at 170mm interval fitted & fixed
complete. -
6 Material-a) G.I post split at the
bottom end for better grip & stability RM 30 1.26 ( 4.44 167.832 35.00 5874.12
at 70mm c/c @ 4.44kg/m including
5% wastage -
b)G.I wire 25mm @ I kg/m including
7.5% of the cost of materials for RM 1 315 55.00 17325.00
wastage,drilling holes & fabrication
7 Supplying, fitting and placing M.S Kg 1 4 2 215.2853 35.00 7534.98
grill gate complete as per drawing
Total Cost 123960.98
Say 123961.00
For design specification details refer Drawing No. OSRP/ CEG/SHIENV/04-A
Table - 27
Cost of welded wire mesh tree guard as per approve design including fabrication,
carriage, fitting & fixing in position
Si ITEM Unit No Length Breadth Height Quantity Rate Cost
No. in mm in mm
Tree Guard including cost of
fabrication & painting with
I approved paint using 25mm Sqm 1 0.75 1.5 3.533 124.00 438.03
X5OmmX13gauge welded
mesh.
2 8mm MS bar 4nos. Quintal 4 2.1 0.008 3.32 2982.70 99.11
3 MS flat Quintal 3 2.355 0.025 0.005 6.9537 2.98 20.74
Cost of febrication with clips
and monogram of OSRP
including Carrige fixing &
fitting in position with
painting 2 coats using any
4 approve paint, base embaded Each 1 210.00 210.00
in PCC M-15 with
dimensions and specifications
as shown in the drawing
including diging of pits,
fixing in position and curing
etc complete.
Total Cost 767.88
Say 768.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/08
Table - 28
Costing Of Spillway for Water bodies and Ponds
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
No.
a)Earthwok in Excavation of tube well
platform as per clause 304 si. 12 .1 (i)
cum 2 1 1.3 0.6 1.56
cum 2 2.3 1.3 0.6 3.588
End 3.5m total length cum 2 1.2 0.7 0.5 0.84
Lower Edge cross wall cum I 4 0.7 0.5 1.4
Bolder Appron cum 1 3 3 0.6 5.4
cum Total 12.788 31.00 396.43
Sand Filling in Foundation Trenches
2 as per Drawing & Technical
Specification 304 & S112.3 of
MORT&H
cum 2 1 1.3 0.15 0.39
cum 2 2.3 1.3 0.15 0.897
3.5m total length cum 2 1.2 0.7 0.15 0.252
End cross wall cum 1 4 0.7 0.15 0.42
BolderAppron cum 1 3 3 0.15 1.35
cum Total 3.31 110.00 363.99
RCC M20 in Open Foundation
complete as per Drawing and
5 Technical Specifications
1500,1700&2100 & S112.8B of
MORT&H
U/S side wall bed cum 2 1.3 1.3 0.3 1.014
cum 2 1.3 0.3 2.7 2.106
cum 2 2.3 0.3 0.3 0.414
cum 2 2.3 0.3 2.7 3.726
cum Total 7.26 3814.00 27689.64
Supplying, fitting and placing HYSD
6 bar for reinforcement as per MT ( 40 kg/m3 0.29 42406.00 12314.70
specifications 1600&2200 &S113.6 of .
MORT&H
PCC M20 in Open Foundation
complete as per Drawing and
7 Technical Specifications
1500,1700&2100 & S112.8B of
MORT&H
Side Walls cum 2 1.2 0.7 0.3 0.504
cum 2 1.2 0.3 0.5 0.36
Spilway Wall cum 1 1.0 0.5 1.7 0.85
Cross Wall at the End cum 1 4 0.7 0.3 0.84
cum I 4 0.3 0.5 0.6
Bed cum 1 1.2 2.5 0.3 0.9
cum - Total 4.34 3436.00 14927.36
Shoulder boulder appron with HG
Boulders as per C_2506 SI. 15.9 OF cum - 3 3 06 5 944_00 5097.60
Total Cost 60789.72
|say 60790.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/I0
Table - 29
Costing of Bathing Ghat at Ponds and Water Bodies on Govt. land
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
NO.
a)Earthwok in Excavation of
I tube well platform as per cum
- clause 304 sl.12 .I(i) -
7 2 0.45 0.9 1 5.67
2 2 1 0.9 1 3.6
7 2 0.6 0.9 1 7.56
I 1 4 0.5 0.2 0.4
cum Total 17.23 31.00 534.13
CRHG Stone masonry in
CM1:3 as per Cl. Sl.
7 2 0.45 0.5 0.75 2.3625
7 2 0.45 0.75 0.5 2.3625
2 2 1 0.5 0.75 1.5
2 2 1 0.75 0.5 1.5
7 2 0.6 0.5 0.75 3.15
7 2 0.6 0.75 0.75 4.725
1 1 4 0.5 0.8 1.6
1 1 4 0.75 0.5 1.5
Middle Portion cum 1 7 0.6 4 0.2 3.36
1 7 0.6 4 0.2 3.36
2 1 1.15 4 0.2 1.84
cum Total 27.26 3058.00 83361.08
Sand Filling in Foundation
3 Trenches as per Drawing & cum L.S 5.00 110.00 550.00
Technical Specification 304 .
& S112.3 of MORT&H
4 Foundation P.C.C M15 cum
cum 7 2 0.45 0.9 0.15 0.851
7 2 0.6 0.9 0.15 1.134
Landings cum 2 2 1 0.9 0.15 0.54
Bottom Wall cum I- I 0.9 0.75 0.15 0.101
cum Total 2.626 2991.00 7853.62
5 PCC M-20 over Stone cum
masonry
7 2 0.45 0.5 0.05 0.158
7 2 0.6 0.5 0.05 0.21
2 2 1 0.5 0.05 0.1
Middle Portion 7 1 0.45 4 0.05 0.63
7 1 0.6 4 0.05 0.84
1 2 I 4 0.05 0.4
cum Total 2.338 2326.00 5437.03
Total Cost 97735.85
Say 97736.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/09
Table - 30
Costing of Passenger Shade at Bus bay and Bus Stop
Unit: 1 No.
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
a)Earthwok in Excavation of tube
I well platform as per clause 304 cum
sl.12.1(i)
Columns cum 3 0.80 0.80 1.00 1.92
cum 1 6.00 0.70 0.70 2.94
cum 2 1.70 0.50 0.50 0.85
cum Tota 13.20 31.00 409.20
Sand Filling in Foundation Trenche
2 as per Drawing & Technical
Specification 304 & S112.3 of cum
MORT&H
cum 3 0.80 0.80 0.10 0.19
cum 1 6.00 0.70 0.10 0.42
cum 2 1.70 0.50 0.10 0.17
cum Tota 1.98 110.00 217.80
3 Foundation P.C.C MI5 cum
cum 3 0.80 0.80 0.10 0.19
cum 1 6.00 0.70 0.10 0.42
cum 2 1.70 0.50 0.10 0.17
Bench fndn. cum 6 0.50 0.75 0.15 0.34
cum Tota 0.113 2991.00 337.98
4
5 R.C.C M20 in F&P in Columns cum
Columns cum 3 0.80 0.80 0.25 0.48
cum 3 0.60 0.60 0.20 0.22
cum 3 0.40 0.40 0.25 0.12
cum 3 0.00 0.30 0.33 0.00
cum Tota 2.630 3814.00 10030.82
R.C.C M20 in super st ructure in
Columns & beams as per Cl.13.5- cum
E(p) case-Il -_-
Columns 3 0.30 0.30 3.00 0.81
Beams 1 6.00 0.40 0.25 0.60
Slab 1 6.30 2.00 0.125 1.58
Fin slab I 6.30 0.60 0.075 0.28
Conc. Chair slab 1 6.00 0.50 0.075 0.23
cum Tota 2.630 3814.00 10030.82
Supplying, fitting and placing
6 HYSD bar for reinforcement as pe MT I ( 80.00 kg per 0.421 42406.00 17844.44
specifications 1600&2200 &S113.6 cum
of MORT&H -
I st Class K.B.Brick work in
- | 7 |C.M.1:3asperCl.1330&2200 cum
SI. 13.1
0
0
cum I 6.00 0.50 0.225 0.68
2 1.70 0.50 0.225 0.38
1 6.00 0.35 0.225 0.47
2 1.70 0.35 0.225 0.27
1 - 6.00 0.25 0.275 0.41
2 1.70 0.25 0.275 0.23
Bench Columns 6 0.25 0.50 0.275 0.21
1 6.00 0.125 2.500 1.88
2 1.70 0.125 1.000 0.43
1 0.25 0.125 2.500 0.08
cum Total 5.936 2326.00 13807.14
12mm thick Cement Plaster in F&F
8 and super structure C.M.I :3 as per sqm
C11300 &2200 and sl.13.3
Inside walls sqm 1 6.00 2.825 17.0
sqm 2 1.700 1.325 4.5
Bench columns sqm 6 2.00 0.750 9.0
sqm Total 100.8 59.80 6027.84
Site Enhancement with planting o Ls 4 4.0 25.00 100.00
two Bagunvilla plants on either sid4 L 440 10
Total Cost 58806.04
Say, 58806.00
For design specification details refer Drawing No. OSRP/CEG/SH/ENV /02
Table - 31
Costing of Bore well with platform, soak pit and site enhancement plantation of two tree
tree guard
SL ITEM Unit No Length Breadth Height Quantity Rate
No.
a)Earthwok in Excavation of tube well platform as cm 1 21 21 01 .6
per clause 304 sl. 12 .1 (i) cum 1 2.1 2.1 0.15 0.662
Side drain at edge of platform cum 4 2.35 0.25 0.15 0.088
b)Earthwok in Excavation for Soak pit as per clause
304 sl.12 .(i) cum I .5 15 0 15 0.338
cum Total 1.09 31.00
a)Sand filling in the foundation for platform as per cum 1 2.1 2.1 0.1 0.441
clause 304 sl.12 .3
Side drain at edge of platform cum 4 2.35 0.25 0.1 0.059
2 -
b)Sand filling in the foundation for soak pit as per
clause 304 sl.12 .3 cum 1 15 1.5 0.1 0.225
cum Total 0.725 110.00
a)P.C.C M 15 for Platform as per cl. 1500,1700,2100
& sl.28 cum 1 2.1 2.1 0.1 0.441
Side drain at edge of platform cum 4 2.35 0.25 0.1 0.059
3 b)P.C.C M15 for Soak pit with lOmm/lOmm
percolation holes for seepage of water as per cl. cum 1 1.5 1.5 0.1 0.225
1500,1700,2100 & sl.12.8
cum Total 0.725 2991.00
Labour charges for drilling a perfectly vertical bore
hole of specied dia and depth through consolidated &
unconsolidated rock with down the hole with own
hamrnmer drilling rigs or combination drilling rigs as
required to suit the site condition as per Eng-in-
Charge and including tools, plants and consumables
etc., for lowering of 125mm dia PVC/Cl pipes for
housing fitted with socket and with or without well
screen as per the necessity for soft, medium, hard and
boulder formation (Cl/PVC) casing pipes if prevent t(
collapse of over burden is to be provide by the
contraactor including lowering and withdrawing afte
completion of the tube well 125/100mm dia bore.
0 to 30mtr. mtr. 1 30 30.000 345.00
31 Mtr to 60mtr. mtr. 1 30 30.000 342.00
60mtr. To 75mtr 1 15 15.000 279.00
Labour for lowering the following size of PVC or GI
pipes or without strainers as per necessity and fitted
and fixed including cutting and threading the pipe as
may be necessity and supplying all jointing materials
extra socket9Gi or PVC of heavy quality) T&P etc, mtr. 1 30 30.000 36.00
complete and keeping the top of the casing pipe
threaded including plugging the tube well to prevent
the entry of foreign matter from above.90 to 60mtr
and above.)
Cleaning & developmenting the tube wells with
Compressor supplied by the contractor continuously
worked till clear and the quota discharge is obtained Each I 1.000 200.00
from the tubewells including supply and use of
necessary equipment and labour as per direction of
Eng-in-Charge.
Labour Charges for fixing of I.M. II hand pump Each 1 1.000 100.00
Cost of 125mm PVC pipe mtr. 30 30 .000 500.00
Cost of I.M. 11 Hand pump each I 1.000 5000.00
Cost of 32mm GI riser pipe Each 8 = = 8.000 350.00
4 Cost of PVC pipe 100mm dia RM 10 10.000 40.00
Fixing of PVC pipe from platform to soak pit below
5 G.L with a base and cover of P.C.C M 15 as per cl. cum I 10 0.0625 0.00785 0.547 2991.00
1500, 1700, 2100 & sl.12.8
c)K.B brickwork for the platform drain cl. 1300 Cum 2 4.7 0.0375 0.353
&2200 &sl. 13.1 u . 007 .5
a)K.B brickworkin C.M. 1:3 for the soak pit a5 per Cum 2 2.5 0.25 1 6.250
cl. 1300 &2200 & sl. 13.1 CI_650
Cum Total 6.603 2326.00
6 R.C.C M20 for soak pit cover slab Cum I| 1.5 | 1.5 | 0.1 0.225 3814.00
HYSD bar for reinforcement as per cl. 1600 & MT @40kg per cum 0.009 42406.00
sl. 14.2
12mm thick Cement Plaster 1:3 as per Cl. 1300 - -
&2200&S113.3 of MORT&H sqm 2 4.7 0.4 3.760
8 b)Cement plastering 12mm with punning 1:3 for 2 2.5 1.25 -
platform as per cl. 1300& 2200 & sl. 1 3.3 sqm 2o2.5-1.25 6.250
sm ________ Total 10.010 59.80
9 Cost of site enhancement by planting of two trees Each 2 2.000 50.00
10 Cost of tree guard Each 2 2.000 767.88
Total Cost
Say
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/07
!s with
Cost
33.70
79.72
2167.73
10350.00
10260.00
4185.00
1080.00
0
200.00
100.00
15000.00
5000.00
2800.00
400.00
1634.58
15357.42
858.15
381.65
598.60
100.00
1535.77
72122.32
72122.00
Table - 32
Costing of Toe wall per Rmtr. for Management of Water bodies with Stone Pitching
NoL ITEM Unit No Length Breadth Height Quantity Rate Cost
Earth work in Excavation as per Cl 304 -
&S112.1 of MORT&H cum 1 1 1.2 0.75 0.90 31.00 27.90
2 Sand Filling in foundation trenches as
2___ per Cl.304 & sll2.3 of MORT&H cum 1 1 1.2 0.1 0.12 110.00 13.20
a)P.C.C.M20 as per Cl. 1500,1700 &
2100 &sl.12.8B of MORT&H cum 1 1 1.2 0.4 0.48
specifications
b)P.C.C M20 with weep holes at 2mtrs
horizontal and 0.5m vertical in staggered cum I 1 0.45 1.1 0.50
3 pattem
c)P.C.C M20 with weep holes at 2mtrs
horizontal and 0.5m vertical in staggered cum 1 1 0.3 0.2 0.06
pattemr
cum Total 1.04 3634.00 3761.19
Providing weep holes in PCC abutment
with 100 mm dia AC pipe, extending
through the full width of the structure
4 with slope of IV :20H towards drawing cum 1 1.00 100.00 100.00
foce. Complete as per drawing and
Technical Specification No 2706 &2200
&s1 3.8 of MORT&H
Providing and laying filter material
undemeath pitching in slopes at water Cum 1 1 2.7 0.15 0.41 1501.00 607.91
bodies and ponds as per section 2504
SI.15.5 of MORT&H
Providing and laying pitching on slopes
6 over filter media as per specification cum I 1 2.7 0.3 0.81 847.00 686.07
2504 &sl.15.4 of MORT&H
Total Cost 5196.27
=Sy 5197.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/03
Table - 33
Costing of Trap Drains and Viaduct at Reptile and Small Animal Underpass
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
No.
a)Earthwork in Excavation of
foundation in all type of soil for laying cum 2 20.0 1 1
of hume pipe I-I_I_I
I Head Wall cum 2 6.6 1.4 1.2 22.01
Pipe Bed cum 1 9.85 1.6 0.75 11.82
cum Total 33.83 31.00 1048.67
a)Spreading of sand in the trap drain -
foundation bed cum 2 6.6 1.4 0.1 1.83
2 cum 2 9.9 1.6 0.1 3.15
cum 1 9.85 1.6 0.075 1.2
cum Total 6.17 110.00 678.48
a)P.C.C M15 for laying hume pipe
600mmdia cum 2 20.0 1.0 0.15 6.0
Head Wall cum 2 6.6 1.4 0.15 2.8
Pipe Bed cum 1 9.9 1.6 0.15 2.4
cum Total 11.1 2991.00 33244.97
Supplying and fixing of 600mm dia
4 NP3 Hume pipes including laying etc Rm 1 12.5 12.5 1078.66 13483.21
complete as per C12900 & SI.9.2 of
MORT&H -
Total Cost 48455.32
F Say 48456.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/ 12
Table - 34
Costing of Oil, Grease and Sludge Separators with Soak Pit at
Bus & Truck Lay Bye
SL ITEM Unit No Lenth Breadth Height Quantity Rate Cost
No.
I Earthwork in excavation cum 1 50 0.25 0.15 1.88 31.00 58.13
2 Sand filling for P.C.C cum 1 50 0.25 0.15 1.88 110.00 206.25
1 Foundation P.C.C M15 cum - 50 0.25 0.15 1.88 2991.00 5608.13
2 R.C.C M20 for slab cum 1 15.25 3.25 0.1 4.96 3814.00 18903.14
Supplying, fitting and placing HYSD
bar for reinforcement as per MT @ 80kg per cum 0.40 42406.00 16813.98
specifications 1600&2200 &S113.6 of
MORT&H I
a)Brickwork for soak pit cum 1 35 0.25 3 26.25
4 b)Brickwork for soak pit cum 1 10 0.25 2 5.00
c)Brickwork for collection pit cum - 3 0.25 1 0.75
cum Total 32.00 2326.00 74432.00
12mm thick Cement Plaster 1:3 as per - 6
Cl.1300 &2200&S113.3 of MORT&H sqm 1 60 3 180.00
12mm thick Cement Plaster 1:3 as per
5 Cl.1300 &2200&S113.3 of MORT&H sqm 1 16 2 32.00
12mm thick Cement Plaster 1:3 as per - 6
Cl.1300 &2200&S113.3 of MORT&H sqm 1 6 1 6.00
sqm Total 218.00 59.80 13036.40
Total Cost 129058.02
Say 129059.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/06
Table - 35
Stand post (Water Tap) with platform, soak pit and site enhancement plantation
of two trees with tree guard
SL ITEM Unit No Lenth Breadth Height Quantity Rate Cost
No. I_ _ _ __ _ _
a)Earthwok in Excavation of tube well cum - 2.1 2. I O15 0.662
platforn as per clause 304 sl.12 .1(i)
Side drain at edge of platform cum 4 2.35 0.25 0.15 0.088
b)Earthwok in Excavation for Soak pit cum 1 1.5 1.5 0.15 0.338
as per clause 304 sl. 12 . 1(i)
cum Total 1.09 31.00 33.70
a)Sand filling in the foundation for cum - 2.1 2.1 O I 0.441
platform as per clause 304 sl. 12 .3 1 1
Side drain at edge of platform cum 4 2.35 0.25 0.1 0.059
2
b)Sand filling in the foundation for cum I 1.5 1.5 0.1 0.225
soak pit as per clause 304 sl. 12 .3
cum Total 0.725 110.00 79.72
a)P.C.C MIS5 for Platform as per cl.cu 21 21 0. 041
15010,10&s 28 cum 1 2.1 2.1 0.1 0.441
1500,1700,2 100 & sl. 12.8 I__I_I
Side drain at edge of platform cum 4 2.35 0.25 0.1 0.059
b)P.C.C Ml 5 for Soak pit with
lOmm/lOmrnm percolation holes for cum l 1.5 1.5 0.1 0.225
3 seepage of water as per cl.
1500,1700,2100 & sl.12.8
Fixing of PVC pipe from platform to
soak pit below G.L with a base and cu I 0 062 0078 054
cover of P.C.C M 15 as per cl. 1500, cum 1 10 0.0625 0.00785 0.547
1700, 2100 & sl.12.8 -
cum Total 1.271 2991.00 3802.31
Laying of 20mtrs long 20mm PVC
pipe(80-GSM) with all fittings and tap
4 point in position including digging of Nos 1 20 20 1500 30000.00
pipe line and connecting the mains
supply with ferrule. -
5 Cost of PVC pipe I 00mm dia RM 10 10.000 40 400.00
6 c)K.B brickwork for the platform drain Cum 2 4.7 0.0375 0.353
cl.1300 &2200 & sl.13.1 -_.
a)K.B brickworkin C.M. 1:3 for the
soak pit as per cl. 1300 &2200 & Cum 2 2.5 0.25 1 6.250
sI. 13.1 -
Cum Total 6.603 2326.00 15357.42
8 R.C.CM20forsoakpitcoverslab Cum I 1.5 | 1.5 | 0.1 0.225 3814.00 858.15
HYSD bar for reinforcement as per cl. MT @ 40kg per cum 0.009 42406.00 381.65
1600 & sI. 14.2
12mm thick Cement Plaster 1:3 as per -
Cl. 1300 &2200&S113.3 of MORT&H sqm 2 4.7 0.4 3.760
10 b)Cement plastering 12mm with
punning 1:3 for platform as per sqm 2 2.5 1.25 6.250
cl.1300& 2200 & sl.13.3 -_ _ __ __
sqm Total 10.010 59.80 598.60
Cost of site enhancement by planting Each 2 2.000 50.00 100.00
of two trees
12 Cost of tree guard Each 2 2.000 767.88 1535.77
Total Cost 53147.32
Say 53147.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/07
Table - 36
Costing of Boundary Wall with gate, Noise and Dust supression facility
No. ITEM Unit No Length Breadth Height Quantity Rate Cost
a)Earthwok in Excavation in foundatior cum I 15.0 0.75 0.9 10.125
in all type of soil for interception wall
cum Total 10.125 31.00 313.88
a)Sand filling in the foundation for cum 1 15.0 0.75 1.125
2 interception wall I 1
cum Total 1.125 110.00 123.75
3 a)P.C.C MI5 in the foundation for cum I 15 0.75 0.15 1.6875 2991.00 5047.31
interception wall c
a)R.C.C M20 in the foundation for cum I 15 0.75 0.2 2.25
b)R.C.C M20 in the foundation for
interception wall cum 1 15 0.25 0.65 2.4375
c)R.C.C M20 in the foundation for
nereiowalcum 1 1 5 0.20 1.2 3.6
interception wall I-
cum Total 8.2875 3814.00 31608.53
5 HYSD Bar reinforcement MT 40k per cum 0.3315 42406.00 14057.59
G.1 angle iron post (split at the bottom
for better grip), embeded in RCC
6 boundary wall using 50 x50x6mm siz RM 8 1.2 @4.5kg per metre 43.200 35.00 1512.00
angles at 2mtrs interval on the top of th
boundary wall in superstructure
b)Stringing of G.1 wire 4mm thk @
Ikg/m including 7.5% of the cost of RM 6 15 (I.Okg per metre 90.00 55.00 4950.00
materials for wastage,drilling holes &
fabrication
Cement plastering 12mm with punning
7 1:3 for platform providing vertical sqm 2 15 1.5 45.00 59.80 2691.00
grooves for preventing noise & dust.
Planting of shrubs & trees at 2.5mtrs Each 80 80 50 4000.00
spacing including digging of pits manure
Planting of climbers at 50cm interval
from plant to plant inside the compoun
8 near boundary wall and interception wa Each 70 70.00 20.00 1400.00
with digging of pits 30/30/30cm
manuring,watering etc for Iyr
Plantation of shrubs on both side of
approach road at 30cm interval with Each 140 20.00 2800.00
digging of pits,manuring,insect and pes
control and watering
9 Cement wash to the walls sqm 1 35 1.5 52.50 8.00 420.00
Fabrication and installation of double
10 leafMS-Gate welded transported and MT 1 4.0 1.5 161.46 35.00 5651.24
fitted in position at the main gate @
25kg per sqm
Construction of approach road with
11 GSB and murrom topping well mixed cum I 16 3.00 0.40 19.20 584.00 11212.80
and compacted as hard shoulder
Total Cost 85788.09
S- 85789.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/04 (B) & 05
Table - 37
Costing of Boundary Wall without gate, Noise and Dust supression facility
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
N o._ _ _ _ _ _ _ _
a)Earthwok in Excavation in
I foundation in all type of soil for cum 1 15.0 0.75 0.9 10.125
interception wall-
cum Total 10.125 31.00 313.88
a)Sand filling in the foundation for cum I 15.0 0.75 0.1 1.125
2 interception wall I I I I
-cum I Total 1.125 110.00 123.75
3 a)P.C.C M15 in the foundation for cum I is 0.75 0.15 1.6875 2991.00 5047.31
interception wall c
a)R.C.C M20 in the foundation for cum I 15 0.75 0.2 2.25
interception wall c
b)R.C.C M20 in the foundation for
interception wall cum 1 15 0.25 0.65 2.4375
c)R.C.C M20 in the foundation for cum I 15 0.20 1.2 3.6
interception wall c 1
cum Total 8.2875 3814.00 31608.53
5 HYSD Bar reinforcement MT - 40k per cum 0.3315 42406.00 14057.59
G.l angle iron post (split at the bottom
for better grip), embeded in RCC
6 boundary wall using 50 x50x6mm RM 8 1.2 @4.5kg per metre 43.200 35.00 1512.00
size angles at 2mtrs interval on the top
of the boundary wall in superstructure
b)Stringing of G.l wire 4mm thk @
1kg/r including 7.5% of the cost of RM 6 15 I1.Okg per metre 90.00 55.00 4950.00
materials for wastage,drilling holes &
fabrication
Cement plastering 12mm with punning
7 1:3 for platform providing vertical sqm 2 15 1.5 45.00 59.80 2691.00
grooves for preventing noise & dust.
Planting of shrubs & trees at 2.5mtrs
spacing including digging of pits Each 80 80 50 4000.00
manure,
Planting of climbers at 50cm interval
from plant to plant inside the
compound near boundary wall and
8 interception wall with digging of pits Each 70 70.00 20.00 1400.00
30/30/30cm manuring,watering etc for
lyr -
Plantation of shrubs on both side of
approach road at 30cm interval with Each 140 20.00 2800.00
digging of pits,manuring,insect and
pest control and watering -
9 Cement wash to the walls sqm 1 35 1.5 52.50 8.00 420.00
Construction of approach road with
10 GSB and murrom topping well mixed cum 1 16 3.00 0.40 19.20 584.00 11212.80
and compacted as hard shoulder
Total Cost 80136.85
Say 80137.00
For design specification details refer Drawing No. OSRP/ CEG/SH/ENV/04 (B) & 05
Table - 38
Costing of Interception Barricade and Noise cum Dust mitigation boundary wall
SL ITEM Unit No Length Breadth Height Quantity Rate Cost
No. __
Earthwork in excavation of
foundation in all kinds of soil for cum I 15.0 0.75 0.5 5.625
boundary wall on both sides of the
gate as per Cl.304
a)Earthwok in Excavation in
foundation in all type of soil for cum I 10 0.75 0.5 3.75
interception barricade
cum Total 9.375 31.00 290.63
a)Sand filling in the foundation cum - 15.0 0.75 0.1 1.125
for boundary wall
2 a)Sand filling in the foundation cum I 10.0 0.75 0.1 0.75
for interception baricade c 1 0
cum Total 1.875 110.00 206.25
a)P.C.C M15 in the foundation for cum I 15 0.75 0.2 2.25
boundary wall
b)P.C.C M15 in the foundation for cum I 15 0.50 0.2 1.5
boundary wall -
c)P.C.C M15 in the foundation for cum Total 15 0.30 0.3 1.35
boundary wall c 1
3 a)P.C.C M15 in the foundation for cum I 10 0.75 0.2 I.5
interception barricade
b)P.C.C MIS5 in the foundation forcu I 0 .5 02
interception barricade cum 1 10 0.50 0.2 I
c)P.C.C M15 in the foundation for cum I 10 0.30 0.3 0.9
interception barricade c
cum Total 8.5 2991.00 25423.50
b)R.C.C M20 in the foundation cum - 15 0.25 0.65 2.4375
for boundary wall
b)R.C.C M20 in the foundation cum 1 15 0.20 1.2 3.6
for boundary wall -
cum Total 14.5375 3814.00 55446.03
5 HYSD Bar reinforcement MT 40kg per cum 0.5815 42406.00 24659.09
G.1 angle iron post (split at the
bottom for better grip), embeded
in RCC boundary wall using 50 RM 8 1.2 @4.5kg per metre 43.200 35.00 1512.00
6 x50x6mm size angles at 2mtrs
interval on the top of the boundary
wall in superstructure
b)Stringing of G.1 wire 4mm thk
@ Ikg/m including 7.5% of the
cost of materials for RM 6 15 @ I.Okg per metre 90.00 55.00 4950.00
wastage,drilling holes &
fabrication
Cement plastering 12mm with
7 punning 1:3 for platform sqm 2 15 1.5 45.00 58.30 2623.50
providing vertical grooves for
preventing noise & dust.
Planting of shrubs & trees at
2.5mtrs spacing including digging Each 80 80 50 4000.00
of pits manure,
Planting of climbers at 50cm
interval from plant to plant inside
the compound near boundary wall Each 70 70.00 20.00 1400.00
8 and interception wall with digging
of pits 30/30/30cm
manuring,watering etc for lyr
Plantation of shrubs on both side
of approach road at 30cm interval
with digging of Each 140 20.00 2800.00
pits,manuring,insect and pest
control and watering
9 Cement wash to the walls sqm 1 35 1.5 52.50 8.00 420.00
Fabrication and installation of
10 double leafMS-Gate welded MT 1 4.0 1.5 161.46 35.00 5651.24
transported and fitted in position
at the main gate @ 25kg per sqm
Construction of approach road
11 with GSB and murrom topping
well mixed and compacted as hard cum 1 16 3.00 0.40 19.20 584.00 11212.80
shoulder
12 Metal tubular Baricade for RM I 10 1.00 10.00 2759.00 27590.00
interception (Rate - 8.02)
Total Cost 168185.03
Say 168186.00
Table - 39
Costing of Joint Enumeration of Trees For Felling, Conversion, Passing And
Removal
SI No. Number of Girth DESCRIPTION UNIT Quantity Rate Cost
trees class ______________________________ ____
Enumeration of trees jointly by
forest,revenue,private individual,PIU and
contractors representaives with blazingl5ll5cm
removal of blazed bark,encircling the cut end with
approved paint digit hammering of the property
I 6253 Sqm hammer and marking hammer impression of DAY 0.03 80.00 2.40
OFDC ltd/forest department and condition of tree
sound/unsound/forked/hollow at the base and at
breast height of each tree,preparation of 4 copies
of the enumeration list,registration of property
hammer mark
Total Cost for enumeration and marking of trees to be felled 6253 187.59 80.00 15007.20
Say 15008.00
Table - 40
Avenue Plantation Norm per Km.
Spacing 5mx5m. Two Rows. Plant population -400 Nos. Per Km
SI. No. Item of work Cost in. (Rs.)
1 0th year
a) Nursery for 1.5year old plants 7980
Cost of Fabricated Gabions including fixing @768/- per gabion 307200.00 or
b) or
Barbed wire fencing ( Rs.650 /plant (260000.00) for barbed wire
____ ___ ___ ____ ___ ___ ____ ___ ___ ____ ___ ___ ___fen cin g
Total 0th year 315180
2 lst year
a) Plantation cost including loading, carriage and unloading 5390
b) Cost of watering to plants for 3 months January 4800
to March @ Rs.12/ per plant.
c) Watch and ward cost for 8 months i I Watcher/2 Km 3300
road length (800 plants) Hence for 400 plants/i Km
Total 1st year 13490
3 2nd year
a) Plantation cost 2500
b) Watering cost for 6 months (April to 15th June & 15th 9600
Dec to 31 st March) () Rs.24/- per plant
c) Watch and ward cost for 12 months @ I watcher for 4950
2Km road length (1600 plants)
Total 2nd year 17050
4 3rd year
a) Plantation cost 880
b) Watering where ever necessary @, Rs. 1/-per plant 400
c) Watch and ward cost for 12 months @ watcher for 2Km road 4950
length (800 plants)
Total 3rd Year 6230
Grand Total 351950.00 or 304750.00 in
case of barbed wire fencing
ABSTRACT COST
Spur Temple Spillway Slopeng
SyRa TepeBoundary Tre Gate for Bathing Passenger Trap intercepti Boundary Soak pit- Tre Standpost Slopen.
No DsrpinuctoBoundar WalNieGad water Ghat at Shelter for Tube well Toe Wall Dan on Wall with Truck Rmvl Watertap prtci
Sl DscriptIon TJUit y Wall ust Gua bodies ponds bus stop Barricade gate laybye Recheck n
n &dust) and_ _
a)Earthwok in Excavation of tube vvell platform as
2 per clause 304 sl 12 1(i) 2.5 14.00 22.68 12.788 17.23 13.20 1.09 0.90 33.83 31.00 10.125 1.88 1.09
4
a)Sand filling in the foulidation for platfornm as per
5 clause 304 sl.12 .3 1 1.40 2.52 3.31 5.00 1.98 0.725 0.12 6.17 1.875 110.00 0.725
c)K B brickwork for the platform drain cl.1300
6 &2200 & sl. 131 5.936 6.603 l 6.603
a)P C.C M15 for Platform as per cl.
8 1500,1700,2100 & sl. 12.8 4.00 1.40 2.626 0.113 0.725 11.115 8.5 1.6875 1.88 1.271
Kerb-P.C.C M20 as per Technical spec.clause No.
408. 80
PlaintReinforced Cement Concrete M20 in Open Foundation
complete as per Drawing and Technical Specifications
9 1500,1700&2100 & S112.8 of MORT&H 4.34 2.34 0.225 1.04 1
RCC M20 in Open Foundation complete as per Drawing and
Technical Specificahons 1500,1700&2100 & S112.8B of
10 MORT&H 2.8 5.04 7.26 2.63 14.5375 8.2875 4.96 0.225
RCC M20 in super structure complete as per Drawing and
Technical Specdications 1500,1700&2100 & S112.8B of
MORT&H 8.8 10.29 2.63
HYSD bar for reinforcement as per cl. 1600 &
sl.14.2 0.464 0.6132 0.29 0.42 0.009 _ 0.5815 0.3315 0.40 0.009
Painting two coats on new concrete surface 16.00 - .
M.S.GRILL (in kg per Sqm) including cost of
painting 0.308 215.2853
Fabrication and installation of doable leaf MS-Gate welded
transported and need in position at the main gate @ 25kg per
sqm 161.46 161.46
Metal tubular Baricade for interception (Rate - 8 02) g l
I -- . I 10.00 ____
Material-a) G.l post split at the bottom end for
better grip & stability at 70mm c/c @ 4.44kg/mr
including 5% wastage 167.832 43.20 43.20
b)G.1 wire 25mm @ 1kg/m including 7.5% of the
cost of materials for wastage,drilling holes &
14 fabrication l 315.00 90.00 90.00
Tree Guard including cost of fabrication & painting with l
approved paint using 25mm X50mmtnX I 3gauge welded
15 - - - mesh.- 1 2.00
Supplying and fixing of 600mm dia NP3 Hume
pipes including laying etc complete as per C12900
& S.9.2 of MORT&H l l l 12.5 i
Abstract BOQ Page 28
SprSchool Spillway Bong
Spu r Temple B ol Tre Gate for Bathing Passenger Trap Intercepti Boundary Soak pit- Tree Standpost- Sloengg
Description Ra BoundarBudry Te water Ghat at Shelter for Tube well Toe Wall on Wall with Truck Watertap
No Junctio y Wall Wall(Noise Guard bodies ponds bus stop Drain Barricade gate laybye Removal Rertap protectlo
n & dust) andn
Labour charges for drilling a perfectly vertical bore
hole of specied dia and depth through consolidated
& unconsolidated rock with down the hole with ownlI
hammer drilling rigs or combinaton drilling rigs as l
required to suit the site condition as per Eng-iti l
Charge and including tools, plants and
consUmables etc . for lowering of 125miim dia
PVC/Cl pipes for housing fitted wit9 socket and
with or wittout well screen as per the necessity for
soft, medium, hard and boulder formation (CliPVC)
casing pipes if prevent to collapse of over burden is
to be provide by the contraactor includinig lowering
and withdrawinig after completion of the tube well
125/100rnm dia bore
0 to 30mnftr. 30.00 ~
31 Mtrto 60mtr 30.00 =- - -=--_
60mtr. To 75mtr - 15.00 i -
Labour for lowering the following size of PVC or Gl
pipes or without strainers as per necessity and
fitted and fixed incIliding cutting and threading the
pipe as may be necessity and supplying all jointing
nmaterials extra socket9Gi or PVC of heavy quality)
T&P etc. complete and keeping the fop of the
casing pipe threaded including plugging the tibe
well to prevent the entry of foreign matter from I
above.90 to 60lmtr and above ) 30.00
Cleaning & developmefiting the tube wells with
Compressor sLipplied by the contractor
continuously worked till clear and the qLiota
discharge is obtained from the tubewells including
supply and use of necessary equipment anid labour
as per direction of Eng-in-Charge. l - . 1 -
Labour Charges for fixing of I.M. 11 hand pump !1
Cost of 125mm PVC pipe 30 _
Cost of IN. II Hand pum- .- -,.- .-.. 1 - -------- ~. -t- - --
Cost of 32mm GI riser pipe I 8 _
12 Cost of PVC pipe-1 00mm dia 10 - _. 1 --.-=------ 10.00 _ _-
Layinig of 20mtrs long 20mm PVC pipe(80-GSM)
with all fittings and tap point in position incluidinig
digging of pipe line and connecting the mairis
supply with ferrule. 20.00
Fixing of PVC pipe from plafform to soak pit below
G.L with a base and cover of P.C C M15 as per cl.
13 1500. 1700, 2100 & sl 12.8 | - - 0.547 i
Shoulder boulder appron with HG Boulders as per
Cl.2506 SI.15.9 OF MORT&H | 5.4 i
CRHG Stonemasonry in CM1:3 as per Cl. Si. I - 27.26 I
Abstract BOQ Page 29
Spur SchoolSplwylong
Sly Road Temple Boundary Tree Gate for Bathing Passenger Trap Interceptl Boundary Soak pt- Te Standpos loeng-
Sly Description Roadti Boundar WalNleGad water Ghat at Shelter for Tube well Toe Wall Dan on Wall with Truck TReeoa Watertap Sloteo
n y Wall & dust) bodies ponds bus stop Drain Barricade gate laybye Recheck n
and
Providing weep holes in PCC abutment with 100
mm dia AC pipe, extending through the full width of
the structure with slope of 1V :20H towards
drawing foce. Complete as per drawing and
Technical Specification No 2706 &2200 &s113.8 of
16 MORT&H 1.00 . I
Providing and laying filter material underneath
pitching in slopes at water bodies and ponds as per
17 section 2504 Si. 15.5 of MORT&H 0.41l
Providing and laying pitching on slopes over filter
media as per specification 2504 &sl.15.4 of
MORT&H 0.81
12mm thick Cement Plaster 1:3 as per CI.1300
18 &2200&SI13.3 of MORT&H 60.00 77.70 100.8 l 218.00
b)Cement plastering 12mm with pinning 1:3 for
19 platform as per cl.1300& 2200 & sl.13 3 10.01 l 10.01
20mm thick Cement Plaster 1:3 as per Cl.1300
&2200&SI13.3 of MORT&H --- - 45.00 45.00
20 Cost of site enhancement by planting of two trees 2.00 2.00
21 Cost of tree guard 2.000 . 2.00
Planting Cost 700 4.00 1 80 80
Cost of febrication with clips asd monogram of OSRP
including Camge fixing & fitting in position with painti g
2 coats using any approve paint, base embaded in PCC ! I-
I5 with dimensions and specifications as shown in the
drawing including diging of pits, fixing in position and
curing etc comptete. . 1 - -1- -.--.-.-----.
a Planting of climbers at 50cm interval from plant to
plant inside the compound near boundary wall and
interception wall with digging of pits 30/30/30cmr
manuring.watering etc for lyt i 70.00 70.00
Constructionl of approach road with GSB and
murrom topping well mixed and compacted as hard
shoulder 19.20 19.20
= Cement wash to the walls 52.50 - 52.50
Enumeration of trees jointly by forest,revenue,private
individual,PIU and contractors representaives with
blazingl5/15cm removal of blazed bark,encircling the ci t
end with approved paint digit hammering of the property
hammer and marking hammer impression of OFDC
ltd/forest department and condition of tree
sound/unsound/forked/hollow at the base and at breast
height of each tree,preparation of 4 copies of the
enumeration list,registration of property hammer mark
Preparation of a planterbar containing four pointed
projections as per design to facilitate 5x 5mm
size, 10mm deep holes at 30cm interval on the
ground Including cost of material,fabrication and
delivery /RM l_. _ _l . . 35.25
Abstract BOQ Page 30
Spur Tml ScolSpillway Treps-Bloengg
S' Gate for Bathing Passenger Trp Intercept! Boundary Soak pit- Standpot
Sly Descripton BDUndyr Waler Ghat at Shelter for Tubewell ToeWall Ta on Wall with Truck Watertap S
No Junctio Wall(Noise Guard DrainI Removal protectlo
n y Wall &ds)bodies ponds bus stop Barricade gate laybye Recheck n
ann
Maintainance including casualty
replacement,application of pesticide,fungicide, and
liquid manure at fortnight interval watering thrice a l
week upto break up off mansoon for 45 days - - _ 70.85
Sowing of seeds in trenches 30cm wide 30cm
deep in two rows of 10cm apart from row to row of
Vetivers,Tephrosilia,Tarwar,Gokshur,Periwinkle,Pa !
lmarosa,Sida,Cordifoli, upto 1OOm/1 m i 19.57
Repair of raincuts and filling of off eroded patches I
duing wateng - - 0.40
Thinning out of seed slips after 1 month from date .
of sowing for planp ngat blank patches
Training and protection works for nallahs,river
banks streams to minimise damage during rains
(A)Boulders laid across the nallah bed in inverted
saucer shape I * 10.73
Sand and soil fill and empty cement bags sealed at
openings laid across the stream 2m wide, 1 m
height at 25m interval from one structure to other
structure in stiff slopes, at 50m interval in gentle
slopes placeed in a staggered profile (Cost
includes nominal digging of foundation in the
stream bed and edges) 58.32
Structure for providing spur in nallah beds to
control the direction of water
-rovicing ana construction ot structure tor naiian
beds with segments of wire crates of size
1 .5x0.5x0.5 m made from 4mm galvanised steel
wire @32 kg per 10sqm having minimum tenstile
strength of 300Mpa conforming IS:280 and
galvanised coating conforming to IS:4826,woven
into mesh with double twist,mesh size not
exceeding 100x100mm,filled with boulders with list
dimension of 200mm,all loose ends to be tied with
4mm galvanised steel wire 107.97
Planting of trees and their maintainance for one
year
planting of trees by the road side(Avenue trees) in
0.60m dia holes, 1 m deep dug in the ground,mixing
the soil with decayed farmyard/sludge
manure,planting the saplings,backfilling the trench,
watering,fixing the tree guard and maintaining the
tree for one year - - . 83.97
Abstract BOO Page 31
ABSTRACT COST
Spur ~~School oune
Spr Temple Boundar Gate for B3athing Passenger
Sly Description Nos Junctlo Nos Boundar Nos y Nos Tre Nos - *rd NHos Ghat at Nos Sheiterfor
NoJnto y Wall Wall(Nols Guard bodies ponds bus stop
e & dust)an
2 e)Earthwok itn Excavation of tube well plittorirn as pe, claLuse 304 sl 12 1(i) 29 2.5 0 14 3 22.68 24 12.788 25 17.23 26 13.20
4
5 s- 1,, .,-,., .,,.. i.. -sl12 3 29 1 0 1.4 3 2.52 24 3.31 25 5.00 26 1.98
6 clK B brickwork for tl platform orail 01300 &220 & sl 13 1 _ * ' -26 5.936
8 a)P.C.C M15 for Platform as percl 1500.1700,2100 & sI12 8 29 4.00 1.40 25 2.62575 26 0.113
Kerb-P.C.C M20 as per Technical spec.clause No. 408. 29 80
P13Ar Ril I a err.e;. ; ..........rwe W:, r x-pir. ;u zil n...Fls F.,- u i . .................. ) ir- 1Technical ... ..---..--.----.----
9 Specifications 1500,1700&21t00 S 112.8 of MORT&H 24 4.34 25 2.34
RCC M20 In Open Foundation complete as per Drawing and Technical Specifications
10 1500.1700&2100 & Sl2.88 of MORT&H I 2.8 3 5.04 24 7.26 29 2.63
RCC M20 in super structure complete as per Drawing and Technical Specificatons 1500,1700&2100
& S112.8B o1 MORT&H 0 8.8 3 10.29 26 2.63
HYSD bar for reinforcernent as per cl. 1600 & sl 14 2 0 0.464 3 0 6132 24 0.29 26 0.42
Painting two costs on new concrete surface 29 16.00
-- M.S.GRILL (in kg per Sqm) inctuding cost of painting 29 0.308 3 215.2853
Fabnteton atd instalblaion of double leaf MS-Gate welded t-ansported aid fitted it pos-tion at the
main gate f25kgper sqmt 3 167.832
Metat tubular Baneade for inttrception (Rate - 8.02)
Material-a) G.1 post split at the bottom end for better grip & stability at 70mm c/c f
4.44kg/m including 5% wastage
b)G.I wire 25mm @ 1 kg/m induding 7.5% of the cost of materials for wastage,drillinc
14 holes & fabrication 3 315
Tree Guard sncluding cost of fabincation & painting with approved paint using 25mm
15 X50mmnX 3gauge welded mesh. 792000 1.000
Supplying and fixing of 600mm dia NP3 Hume pipes including laying etc complete a
per C12900 & SI.9.2 of MORT&H
Laborir charges for drilling a perfectly vertical bore hole of specimed dia and depth
through cotisolidaled & unrconsolidated rock wrth dowi tlie role wIth own harrslme!
drilling ligs or conrbination drilling rigs as required to suit the site conidition as pel
Eng-in-Charge anid including tools. plaitts and consurnar les etc . foi lowering of
125mm dia PVC/Ct pipes for horLsin fiated with socket ard with or witlout well
screeni as per the necessity for soft, nediur, hard arid botlder forrratrotr ICl/PVC)
casing pipes if prevent to collapse of over burdetr is to be provide by tire contraar.tor
including towering arid withdrawing after corripletroi of the tube woll 1251Orln rl dia
boreo
0 to 30rrrtr
31 Mtr to 6r)ritr.
60,irtr To 75,itr
Labour for Iowerirrg thie following sr2e of PVC or GI pipes or wittiotit strarers as per
trecessity and fitted atn fixed incliding crttinrg anrd threarling thIe pipe as relvy be
necessity and srpplying all joiriting materials extra socket9Gi or PVC of heavy
quality) T&P etc. complete and keeping thIe top of the casrsng pipe threaded incle,din
plugginig the tube well to prrveint the etitrt of forerga) [Tlatter from above.90 to 60nns
oand above ) -_-
Abstract BOO format Page 32
Spur ~~School pay
SlSpurpto Ns roa o Temple Boundar Gate for Bathing Passenger
No Description B nrd Nos Bourdar Nos W ,. Nos Tree Nos water Nos Ghatat Nos Shelterfor
Jnco y Wall Wall(Nols Guadbdie ponds bus stop
e & dust)
Cleaning & develorprmentmng the tube wells Nith Comnpressor s;pplied by the
contiactor contiLnoUSly worked till clear rfd the quota d schootqo ,s obtaneit Irotr thi
tubewells IrIcKlding supply antd rise of necessary ecspimei. anrd lbosw as per
directior) of Eng-in-Chairqo
Labour Chaites for fixrig of I M II harid purrp
Cost of 125mm PVC pipe
Cost of l.M If Hand puimp
Cost of 32tnrr Gl rrscr pipe
12 Cost of PVC pipo 1 lrrim d,a
Laying of 20mntrs long 20nrni PVC pipe(80-GSfI) with all fittinrgs mItt tar) poirit ni
position including digging of pipe lie and connecting the mans sLIpply with ferrule
Fixirng of PVC pips frorn platforin to soak pit below G L with a bass atrd Cit/or Sf
13 P C C M15 as per cl 1500, 1700, 2100 & s'12.8
Shoulder boulder appron with HG Boulders as per CI.2506 SI.15.9 OF MORT&H 24 5.4
CRHG Stone masonry in CM1:3 as per Cl. SI. 25 27.26
Providing weep holes in PCC abutment with 100mm dia AC pipe, extending throug
the full width of the structure with slope of 1 V :20H towards drawing foce. Complete
16 as per drawing and Technical Specification No 2706 &2200 &sl13.8 of MORT&H
Providing and laying filter material undemeath pitching in slopes at water bodies and
17 ponds as per section 2504 S1.15.5 of MORT&H
Providing and laying pitching on slopes over filter media as per specification 2504
&sl.15.4 of MORT&H
18 12mm thick Cement Plaster 1:3 as per C1.1300 &2200&5113.3 of MORT&H - 0 60.00 3 77.70 26 100.8
b)Cenrrint plasterirrg 12mmn wth pLiniring 1:3 for platforn as per crl.160& 2200 &
19 sl 13 3
20mm thick Cement Plaster 1:3 as per CI.1300 &2200&5113.3 of MORT&H
20 Cost of site enhancernent by planting of two trees
21 Cost of tree guLard
- - - - Planting Cost 29 700 26 4
Cost of febrication with clips and monogram of OSR Pincluding Carrige fixing & fitting in
position with painting 2 coats using any approve paint, base embaded in PCC M-15 with
dimensions and specifications as shown in the drawing including diging of pits 792000 1
PlanI,ng of clirbers at 50crn interval from plant to plant inside ttie cortnpourid 1rem
bourrdary wall and interception wall with dIgqing of pits 30130 30ci
moanurir19watering etc for tyr
Constr.ction of approach road with GSB and niuWrroni topprig wvell rnied anid
compacted as hard strotilder
Ceslrent wash io the wlls--
Enumeration of trees jointly by forest,revenue,privato individual,PIU and contractors
representaives with blazingl5/15cm removal of blazed bark,encircling the cut end with
approved paint digit hammering of the property hammer and marking hammer impression
Preparation of a planterbar containing four pointed projections as per design to
facilitate 5x 5mm size 10mm deep holes at 30cm interval on the ground including
cost of material,fabrication and delivery /RM
Abstract BOQ format Page 33
- ~~School a
Spur Temple Boundar Gate for Bathing Passenger
Sly Description Nos Road Nos Boundar Nos YTre Nos Nos water Nos Ghat at Nos Shelter for
No Junctlo y Wall Wall(Nols Guard bodies ponds bus stop
n e & dust) and -
Maintainance including casualty replacement,application of pesticide,fungicide, and
liquid manure at fortnight interval watering thrice a week upto break up off mansoon
for 45 days
Sowing of seeds in trenches 30cm wide 30cm deep in two rows of 1 Ocm apart from
row to row of
Vetivers,Tephrosilia,Tarwar,Gokshur,Periwinkle,Palmarosa,Sida,Cordifoli, upto
lOOm/1m
Repair of raincuts and filling of off eroded patches during watenng
Thinning out of seed slips after 1 month from date of sowing for planting at blank
patches
Training and protection works for nallahs,river banks streams to minimise damage
during rains
(A)Boulders laid across the nallah bed in inverted saucer shape
Sand and soil fill and empty cement bags sealed at openings laid across the stream
2m wide, 1 m height at 25m Interval from one structure to other structure in stiff
slopes, at 50m interval in gentte slopes placeed in a staggered profile (Cost includes
nom
Structure for providing spur in nallah beds to control the direction of water
Providing and construction of structure for nallah beds with segments of wire crate
of size 1.5xO.5xO.5 m made from 4mm galvanised steel wire @32 kg per 10sqm
having minimum tenstile strength of 300Mpa conforming IS:280 and galvanised
-- -- - -- -. coating conformin
Planting of trees and their malntainance for oneyear
planting of trees by the road side(Avenue trees) in 0.60m dia holes,lm deep dug in
the ground,mixing the soil with decayed farmyard/sludge manure,planting the
saplings,backfilling the trench, watering,fixing the tree guard and maintaining the tre
for one
Abstract BOQ format Page 34
00
Tue ntercepti Boundar Soak pit- dotBloengg-
Nos Nos Toe Wall Nos Trap Nos on Nos y wall Nos Truck Nos Tree SNos dpoa t SloPe TOTAL QUANTITY RATE
well Drain barcd ihgt abcRemoval Watertap protectio
42 1.09 2001.00 0.90 4 33.83 7 31.00 7 10.125 26 1.88 4 1.09 1.00 3214.25 31.00
-42 1 0.72475 2001 00 0.12 4 I 6.17 7 1.875 7 368 26 1.88 i _ 4 0.725 3178.96 110.00
42 I 6.6025 l l 26 32.00 4 6.603 1141.65 2326.00
42 0.72475 4 11115 7 8.5 7 1.6875 26 1.88 4 1.271 381.80 2991.00
~ . ~ . . ..2320.00 168.00
42 0,225 2001 00 1.04 -- 2243.19 3436.00
7 14.5375 7 8.2875 20, 4.96 , 4 0.225 481.53 3814.00
= = - 33.50 4118.00
42 0.009 l 7 0.5815 7 0.3315 26 0.40 4 0.01 26.34 42406.00
464.00 34.00
71 654.79 35.00
161.46 7 161.4639 2763.99 35.00
+- ---.. . .-.. .. ... .. ... .. .. ... .. ... ..-- - - ~1 -- - - - - - - - - - -
7 10.00 . . 70.00 2759.00
7 4320 7 43.2 - - - 604.80 35.00
___7 90.0 7_ _ 90 _____2205.00 55.00
42 2 -, 7 90.00 792084.00 767.88
4 12.5 ______50.00 1078.66
l I - ,. l_- . _ _ _ _ _
42 30 1260.00 345.00
42 30 - 1260.00 342.00
42 15 630.00 279.00
42 30 X _ 1 1260.00 36.00
Abstract BOQ format Page 35
Tle ntercepti~ Boundar Soak pit. Tree StndotiSoPe OTA QU
Nos Nos ToeWall s Trap Nos on Nos ywal Nos Truck Nos 4 Nos Tmetp No's Slope TOTALQU NTITY RATE
well DraiPn barricade with gate laybye neoa aeta rtci
42 1 1 - _ _ 42.00 200.00
42 1 _____42.00 100.00
42 30 __1260.00 500.00
42 1 31? 42.00 5000.00
42 [ 8 _ 336.00 350.00
42 10 - 4 10.00 460.00 40.00
i 4 20.00 80.00 1500
42 0.5465 l 22.95 2991.00
_____ _ _ _ _ _ _129.60 944.00
___t_- - 681.50o -- 3054s8.00
200100 1.00 L- - -- .* - 2001.00 100.00
2001 00 0.41 810.41 1501.00
l 2001.00 0.81 I l 2 1620.81 847.00
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 26 218.00 __ _ __ _ _ _ _ _ _ 6001.90 59.80
42 10.01 l 7 45 7 ' 45 4 10.01 1090.46 59.80
42 ~ 2 __ _ _ ___ ___ ___ 4 2.00 _ __ 92.00 50.00
.--7 80 7 80 2.00 1128.00 767.88
.. I----- - ------ -- --- - - --.----..-- ---- - -.- . --20304.00 - 25.00
.7 70 7 70 792980.00 210.00
I 7 19.2 F 19.20 268.80 20.00
-- 7 52.50 7 52.50 , 735.00 584.00
-_ _ _ _ _ __ _ _ _0.00 8.00
__ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4_ _ _ _ 832 0.03 _ _ _ _ _ _ _ _ _ _ _ 24.96 80.00
___ __ _ __ _ __ __ ___ __ __ __ _ __ __ __ ___ __ __ _ __ __ __ __ __ __ _ __ __ __ __ __0 35.25 0.00 _ _ _ _ _ _
Abstract BOQ format Page 36
lntecept Boudar oak it-Bloengg.
Nos Nos Toe WalTrap inte osep wBSar Nos oack pit-Tree Nos Standpost- Nos Slop TOTAL QUANTITY RATE
Tel rapi n o barriade with gate lasyrucyNs Removal Watertap protectlo
_0 70.4 0.00
0 .. . . ... 0 - . 0 0- -~ ~0-?- 107.57 --0.00-- . X
____ _ __ ___ _ _ _ _ ___ ___0.00
____ _ __ ___ ____ _ -____ _ +0.00
0 10.73 0.00
____-40 58.32 1 0.00
____ ___ __ _ ____0.00
0 107.97 0.00
, l l 0 83.97 0.00
T_ =__ =T===TOTAL
Asrc BOQ_ forrna P__Say
Abstract BOO format Page 37
AMOUNT
99641.65
349685.77
2655480.23
1141975.02
389760.00
7707594.31
1836545.89
137953.00
1117143.66
15776.00
22917.57
96739.69
193130.00
21168.00
121275.00
608229317.37
53932.83
434700.00
430920.00
175770.00
45360.00
Abstract BoQ format Page 38
IL
c)
to 8 C0 o
AMOUNT
0.00
0.00
0.00
0.00
0.00
- 0.00
0.00
0.00
0.00
0 .00
0.00
800214661.84
800214662.00
Abstract BOQ format Page 40
. BIOENGINEERING METHODS FOR SLOPE PROTECTION ON EMBANKMENTS,WATER BODIES,RIVER BANKS
AND HILL CUTTINGS (per 100 Rmts)
SL No. ITEM Unit Quantity Rate Cost
Preparation of a planter'bar containing four
pointed projections as per design to facilitate 5x
5mm size,10mm deep holes at 30cm interval on
the ground including cost of material,fabrication
1 and delivery L S 1.00 900.00 900.00
a) Labour
Mate Day 1.40 80.00 112.00
Mazdoor Day 10.00 70.00 700.00
b)Machinary
Water tanker 6KL capacity hour 0.50 200.00 100.00
c)Material
3 months old
Cost of grass slips/seed lings rooted cuftings of rooted
vetivers,sachhrum,citranalla,sabai,bridhearak, slips/cuKtings(330
penwinkle,tephrosilia L S nos) 3.00 990.00
Supply of farmyard manure cum 2.00 50.00 100.00
Chloropyrophos Pesticide kg 0.05 350.00 17.50
Fungicide kg 0.05 350.00 17.50
Cost of water KL 3.00 10.00 30.00
Total 2967.00
Overhead charges 8% 237.36
Contractor's profit 10% 320.4
Total cost 3524.80
Cost per Rmt 35.25
Maintainance including casualty
replacement,application of pesticide,fungicide,
2 and liquid manure at fortnight interval watering
thrice a week upto break up off mansoon for 45
days
a) Labour
Mate Day 3.00 80.00 240.00
Mazdoor Day 30.00 70.00 2100.00
b)Machinary
Water tanker 6KL capacity hour 5.00 2.00 10.00
c) Material
Liquid manure Litre 6.00 12.00 72.00
Pesticide Kg 0.50 350.00 175.00
Fungicide Kg 0.25 350.00 87.50
Cost of water KL 30.00 10.00 300.00
Cost of plants(10% casualty) Nos 4.00 3.00 12.00
Total 2996.50
Overhead charges 8% 239.72
Contractor's profit 10% 323.62
Total cost 3559.84
Total cost 7084.64
Cost per Rmt 70.85
Sowing of seeds in trenches 30cm wide 30cm
3 deep in two rows of 1 Ocm apart from row to row o
Vetivers,Tephrosilia,Tarwar,Gokshur,Periwinkle,P; l
Imarosa,Sida,Cordifoli, upto lOOm/Im
a) Labour
Mate Day 1.40 80.00 112.00
Mazdoor Day 10.00 70.00 700.00
Mazdoor for refilling of trenches Day 4.00 70.00 280.00
b)Machinary
Water tanker 6KL capacity hour 0.50 200.00 100.00
c) Material
Cost of seeds kg 0.25 500.00 125.00
Farmyard manure cum 2.50 50.00 125.00
Pesticide Kg 0.25 350.00 87.50
- Fungicide Kg 0.25 350.00 87.50
Cost of water KL 3.00 10.00 30.00
Total 1647.00
Overhead charges 8% 131.76
Contractor's profit 10% 177.88
Total cost 1956.64
Cost per Rmt 19.57
Maintainance
Repair of raincuts and filling of off eroded patchesF
4 during watering Day 0.40 80.00 32.00
Thinning out of seed slips after 1 month from date
5 of sowing for planting at blank patches
a) Labour
Mate Day 1.40 80.00 112.00
Mazdoor Day 10.00 70.00 700.00
-_ b)Material
- Application of liquid manure KL 2.00 12.00 24.00
Pesticide Sud treatment Kg 0.25 350.00 87.50
Fungicide Kg 0.25 350.00 87.50
_ Cost of water Litre 3.00 10.00 30.00
Total 1073.00
Overhead charges 8% 85.84
Contractor's profit 10% 115.88
Total cost 1274.72
Total cost 3231.36
Cost per Rmt 32.31
6 Training and protection works for nallahs,river
banks streams to minimise damage dunng rains
Boulders laid across the nallah bed in inverted
A saucer shape
a) Labour
Mate Day 0.04 80.00 3.20
Mason Day 0.35 100.00 35.00
Mazdoor Day 0.75 70.00 52.50
b)Material
Stone cum 1.25 344.00 430.00
Stone spalls cum 0.20 344.00 68.80
Planting of rooted offsets with digging of pits on
nala bed Nos 100.00 3.00 300.00
Watering for 15 days Day 0.20 70.00 14.00
Total 903.50
Overhead charges 8% 72.28
Contractor's profit 10% 97.58
Total cost 1073.36
Cost per Rmt 10.73
Sand and soil fill and empty cement bags sealed
at openings laid across the stream 2m wide, 1 m
B height at 25m interval from one structure to other
structure in stiff slopes, at 50m interval in gentle
slopes placeed in a staggered profile (Cost
includes nominal digging of foundation in the
stream bed and edges)
a) Labour
Mate Day 0.04 80.00 3.20
Mason Day 0.06 120.00 7.20
Mazdoor Day 1.00 70.00 70.00
b)Material
Cement bags Nos 700.00 5.00 3500.00
Gravel/sand/earth cum 7.00 145.00 1015.00
Planting of rooted offsets with digging of pits on
nala bed Nos 100.00 3.00 300.00
Watering for 15 days Day 0.20 70.00 14.00
Total 4909.40
Overhead charges 8% 392.75
Contractor's profit 10% 530.22
Total cost 5832.37
Cost per Rmt 58.32
Structure for providing spur in nallah beds to
7 control the direction of water
Providing and construction of structure for nallah
beds with segments of wire crates of size
1 .5x0.5x0.5 m made from 4mm galvanised steel
wire @32 kg per 10sqm having minimum tenstile
strength of 300Mpa conforming IS:280 and
galvanised coating conforming to IS:4826,woven
into mesh with double twist,mesh size not
exceeding 100x100mm,filled with boulders with
list dimension of 200mm,all loose ends to be tied
with 4mm galvanised steel wire
Taking output=1.5x0.5x.5
a) Labour
Mate Day 0.28 80.00 22.40
Mazdoor Day 5.00 70.00 350.00
Mazdoor(skilled) Day 2.00 80.00 160.00
b)Material
Galvanised steel wire crates mesh size
100mmxlOOmm woven with 4mm dia G.l wire in
rolls of required size sqm 61.00 55.00 3355.00
Stone boulders with least dimension of 200mm cum 12.60 344.00 4334.40
Stone spalls of minimum size 25mm cum 2.52 344.00 866.88
Total 9088.68
Overhead charges 8% 727.09
Contractor's profit 10% 981.58
- Total cost 10797.35
_______ Cost per Rmt 107.97
8 Planting of trees and their maintainance for l
one year
planting of trees by the road side(Avenue trees) in
0.60m dia holes,Im deep dug in the
ground,mixing the soil with decayed
farmyard/sludge manure,planting the
saplings,backfilling the trench, watenng,fixing the
tree guard and maintaining the tree for one year
a) Labour
Mate Day 1.70 80.00 136.00
Mazdoor for planting Day 2.00 70.00 140.00
Mazdoor for maintainance for one year Day 15.00 70.00 1050.00
b)Machinary
Water tanker 6KL capacity hour 2.00 200.00 400.00
c) Material
Sapling 2m high 25mm dia Each 10.00 500.00 5000.00
Farmyard manure cum 0.94 50.00 47.00
Pesticide Kg 0.50 350.00 175.00
Cost of water KL 12.00 10.00 120.00
Total 7068.00
Overhead charges 8% 565.44
Contractor's profit 10% 763.34
Total cost 8396.78
I Cost per Rmt 83.97
Total Cost 114135.80
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