grand trunk road improvement project - world bank · 2016. 7. 14. · grand trunk road improvement...

NATIONAL HIGHWAYS AUTHORITY OF INDIANortham Trunk Rt"e in

Ancisrt hntXe-(Ra*p MMMurtnf)

Grand Trunk Road Improvement Project

Construction Period Road Safety Plan

T,unk Xt,!rsolume VI- w \s ~mftr+nm Trunk Rout*6

in M.di*Wt Indi

'A.O , _ W E432Volume 14

No,ttwnf Trunk Roadf

(G.T- Road)

fli.I %o

v raAe"A

*t-s-~~ ~ ~~~~~~~~~ m *-4 -

PropoGcl TrunkRa Networ k t(2007 A.D)

iiN,~ ~ ~ ~ ~ ~~~~~~~~~~~&ur 200

7} 7 Propsed rUn

F ILE COPSouth Asia Pvt. Lt

X .. f . i'Mr

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

Pub

lic D

iscl

osur

e A

utho

rized

The Independent Review of Environmental Assessment and Consolidation of EnvironmentalAssessment & Management Plans and Resettlement Action Plans consists of:

VOLUME I: ENVIRONMENTAL IMPACT ASSESSMENT

VOLUME IA: ANNEXURES TO EIA

VOLUME II: INDEPENDENT REVIEW REPORT

VOLUME III: AIR QUALITY ASSESSMENT

VOLUME IV: NOISE QUALITY ASSESSMENT

VOLUME V: ROAD LANDSCAPE AND TREE TRANSPLANTATION PLAN

VOLUME VI: CONSTRUCTION PERIOD ROAD SAFETY PLAN

VOLUME VII: GAUTAM BUDDHA WILD LIFE SANCTUARY

Lea Associates South Asia Pvt. Ltd.NllewDelhi Lea Associates

New Delk

TABLE OF CONTENTS

1. SAFETY PLAN DURING ROAD CONSTRUCTION .. 1..................................... 1

1.1 OVERVIEW ................................................ 1

1.2 OBJECTIVE OF CONSTRUCTION PERIOD SAFETY PLAN ................................................1

1.3 PROJECT ROAD . ................................ ........ ...... 2

1.4 ROAD USER SAFETY DURING CONSTRUCTION .............................................. 4

1.5 CONSTRUCTION SCHEDULE ............................................... 7

1.6 SAFETY OF WORKERS AT SITE ............................................... 11

1.7 REPORTING SYSTEM ............... ................................ 13

1.8 QUANTIFICATION ................................................ 13

1.9 CONCLUSIONS AND RECOMMENDATIONS ...................... ................ 14

I-ea Associates~Z7>oa2=

oz~C

1. SAFETY PLAN DURING ROAD CONSTRUCTION

1.1 OVERVIEWThe 1400km long National Highway-2 (NH-2) connecting Delhi with Calcutta is one of the mostimportant high-density corridors in the country. The NH2 carries between 12,000 and 33,0000passenger car units (PCUs) daily (1998 estimates), of which, a substantial part (48% to 86%) ofthe traffic is goods traffic. The traffic volume on most of the sections is projected to grow up to40,000 PCUs between 2005-2010 AD and in some sections would be as high as 1,25,000PCUs by 2015 AD. The existing highway is a two-lane carriageway, with traffic bottlenecks,various highway deficiencies as well as lack of proper facilities. To cater to such increased highvolume of traffic, there is an urgent need for capacity augmentation of the highway.

Capacity augmentation of the NH-2 is proposed under the Golden Quadrilateral Project(6500km highway joining Delhi, Mumbai, Chennai and Calcutta) of the National HighwayDevelopment Programme (NHDP) of the Government of India (Gol).

The widening of the NH-2 stretch between Agra and Dhanbad is being carried out by NHAI aspart of the TNHP and GTRP, with assistance from the World Bank. The implementation of thecontract packages to be taken up as part of TNHP has commenced (January 2001) and theGTRP implementation is to start by October 2001.

This document'provides the safety guidelines' to be adopted during construction period for thevarious contract packages of GTRP.

1.2 OBJECTIVE OF CONSTRUCTION PERIOD SAFETY PLANResearch from other countries have indicated that accident rates are usually higher at roadworksites and these accidents tend to involve more vehicles than are found normally operatingsections of a network. Any construction activity causes interruption to the normal flow of traffic.This becomes all the more serious when the construction traffic also mingles with the normaltraffic.

During both maintenance and construction work it is important to ensure as safe an operatingenvironment as possible for both workers and road users.

Highway construction activities require traffic to be moved through restricted areas or diversionsduring construction operations. Detours and temporary control measures often create serioustraffic hazards with resultant accidents. Specifications covering temporary traffic controlmeasures need to prescribe in considerable detail the respective responsibilities of the clientand the contractor for road safety measures. During the construction of roads, workers shouldfollow the safety procedures relating to the plant they are operating, and during rehabilitationwork or maintenance, where the road is still open to traffic, greater care is needed.

The objective of preparing the safety plan is to provide a safe travel to the road users all thetime of the day throughout the year and provide protection to the Project Workers when they areon the work. Obviously, it involves different situations on the highway including construction

Specific traffic safety and management plans/ measures to be worked out duringconstruction shall be worked out by the contractor (based on the guidelines spelt in thisreport). The contractor shall carry out these plans after the approval of the Engineer.

Construction Penod Road Safety PlanGrand Trunk Road Improvement Project

zones, lane closure, traffic diversions, construction activity etc. This document incorporatesrequirements for such situations. The guiding principles for safety measures shall include:

(i) Warning to the drivers unambiguously and sufficiently in advance of thesituation on the highway;

(ii) Providing clear demarcation for movement of vehicles;(iii) Providing devices to guide the drivers and their movements through

construction zones/lane closures/traffic diversions etc.(iv) Protection to Project Workers on work site.

Safety of the Road Users and Project Workers is of paramount importance on the ProjectHighway and will be the responsibility of the contractor during the construction period includingextension thereof, if any.

1.3 PROJECT ROAD

This section presents salient characteristics of the GT Road including traffic volume,existing RoW, road inventory, accidents and safety conditions.

1.3.1 TRAFFIC

The average daily traffic along GT Road ranges from the maximum of 32000 PCUs to aslow as 11000 PCUs in different sections (see Table 1). By and large, traffic on mostpackages varies between 15,000 to 20,000 PCUs.

Table 1: Average Daily Traffic (PCUs), 1998

Package Section/ Station Station ADT AADTChainage

IA Agra - Tundla 207 32,100 32,742Tundla - Firozabad 223 19,756 20,151

Firozabad - Shikohabad 247 18,759 19,697IB Shikohabad - Sirsaganj 264 13,733 14,420

Sirsaganj - Jaswant Nagar 279 9,932 10,429Jaswant Nagar- Etawah 307 15,055 15,958

IC Etawah - Sarai Ajitmal 347 18,212 19,305IB Near LML factory on Kanpur bypass 4 17,997 NA

Near RoB on Kanpur bypass 16 23,483 NAPolice station - Maharajpur 20 13,924 NA

IVA km 317.000 - km 318.748 NA NA 20,703

Varanasi bypass NA NA 10,959km 21.000 - km 70.000 NA NA 15,759

IVC km 115.000 -km 134.000 NA . NA 18,317VB Barhi NA 11,083 NA

Barakatta NA 11,738 NASource: Compiled From DPR of Packages IA, IB, IC, 11B, IVA, IVC, VB, NHAL

1.3.2 RIGHT OF WAY

Analysis of RoW along GT Road reveals a highly varied picture. Over 50% of the totallength has an average RoW width of 40-45m (nearly 203km) followed by 22% with 30-35mRoW. A substantial portion of the length, i.e., about 17.5% has a liberal RoW of about 60mor more (Table 2).

Lea Associates2~

Construction Period Road Safety PlanGrand Trunk Road Improvement Project

Table 2: Distribution of Right of Way, 1988

Right of Way (RoW) Length (km) %age

Less than 20m 0.53 0.10%

20m to 25m 0.27 0.1%

25m to 30m 0.60 0.1%

30m to 35m 88.40 22.0%

35m to 40m 9.18 2.3%

40m to 45m 202.99 505%

45m to 5sm 10.50 2.6%

50m to 55m 18.80 4.7%

55m to 60m 63.31 15.8%

60m to 65m 3.40 0.8%

More than 65m 3.60 0.9%

Total 100.00%

Source: Compiled From DPR of Packages IA, I, IC, 118, IVA, IVC, VS, NHAI.

In Package IIB, particular stretches where the RoW gets too narrow are between chainage16.000 to 16,300 near Rooma, between chainage 20.800 to 21.000 near Maharajpur and

between chainage 33.400 to 36.000 near Purwamir. In Package IVA, a similar narrowsection is between chainage 45.9000 to 46.4000. Similarly, in Package IVC, betweenchainage 114.000 -127.000 and another for 200m between 131.100 and 131.300, RoWremains between 30 and 35m. In such stretches temporary acquisitions may be requiredduring construction stage.

1.3.3 CROSS SECTION

The carriageway on the existing highway is uniformly 7m with completely absent or verynarrow paved shoulder width varying from 0.5 to 1.5m. Earthen shoulders are sometimesas wide as 2.5m but with limited usability due to the level difference with the carriagewaybrought about by erosion. Typical embankment height varies from 1.5m to 2.5m. Forlimited lengths, it goes up to 15m such as in Package 1IB and 4A. Table 3 provides asummary of existing cross sectional details for GTRP.

Table 3: Existing Cross Section details

Package PavedCarriageway Shoulder Earthen Shoulder Embankment Height (m)

Width (m) Width (m) Width (m) Typical and maximum values

I-A 7 0 to 1.5 1 to 2.5 6-2.5

I-B 7 C 2 to 2.5 6-2.5

I-C 7 C 2.5 6-2.5

Il-B 7 Unpaved 2.5 1 10,12

IV-A 7 1.5 0.5 15.1

IV-C 7 1.5 0.5 1.5 9.5

V-B 7 1.5 (partly) 1.0-2.5 2.0, 8.0

SoLrce: Compiled From OPR of Packages IA. IB. IC. IIB IVA, IVC, VB. NHAi

Lpa Associates3


1.3.4 ROAD INVENTORY

Package IA has maximum number of intersections with a total of 136 minor and five majorintersections. On an average, each package has about 100 minor and 2 to 5 majorintersections spread all over the stretch. In all, GTRP part of NH2 has to negotiate fiverailway crossings and five ROBs. Further, there exist a total of 8 major bridges and 23minor bridges, which either need replacement, duplication or major repairs (see Table 4).

Table 4: Road Inventory

No. of major No. of minorNo. of

Minor No. of bridges (>60m or bridges (<60 - No. of RailwayPackage Major intersections intersections culverts span length >30 individual ROBS Level

m) Span <30 m) Crossing

I-A 5 136 109 1 6 1 1

I-B 3 117 90 0 3 0 1

I-C 1 96 86 0 2 0 0

I1-B 5 131 61 3 4 2 2

IV-A 4 96 2 0

IV-C 2 84 0 I

V-B 2 104 approx. 138 4 10 0 0

Source. Compiled From DPR of Packages IA, IB, IC, 11S, IVA, IVC, VB, NHAL

1.3.5 ACCIDENTS & SAFETY

All GTRP packages have traffic more than their capacity that results in congestion. Further,absence of median leads to conflicts between opposing streams of traffic. Any overtaking,weaving or turning manoeuvre may directly result in head-on or side collisions or other kindof accidents. It is expected that widening, provision of paved shoulders and separation ofopposing flows by a broad median will result in substantial reduction of such kinds ofaccidents. Redesigned intersections, some of which will be grade separated, will furtherensure a lesser probability of conflicting movements. Also, a substantial portion of GTRP,specially the one falling on Package IIB is proposed to have raised carriageway. This willensure complete separation of long-distance and local traffic and provide additional safety.

1.4 ROAD USER SAFETY DURING CONSTRUCTIONDuring construction such high traffic with varying constraints discussed above makes theroad works highly unsafe for road users if proper measures not adopted. Hence, thefollowing sections discusses about the safety measures/considerations during road works.Firstly the measures for traffic control and safety are dicussed followed by measures toprevent or avoid risks to workers.

1.4.1 SAFETY MEASURES IN CONSTRUCTION ZONE

In order to plan and provide appropriate traffic management and safety measures, it isnecessary to appreciate the concept of a construction zone. A construction zone can bedefined as an area of the highway which involves the conflict of the right of use between theroad users and authority responsible for the maintenance /improvement of the highway.From traffic safety point of view, a construction zone comprises four sub-zones describedherein under:

Lea Associates4 7W 7

Construction Penod Road Safety PlanGrand Trunh Road Improvement Project

G Advance Warning Sub-Zone

The advance-warning sub-zone is meant to prepare the driver for an alert behaviour and is

an essential part of any traffic control system. The warning system shall prepare the driver

well in advance by providing information regarding distance, extent and type of hazard

ahead so that he can gradually reduce the speed of his vehicle. The information in this sub-

zone is conveyed mostly through a series of traffic signs along its length.

3 Transition Sub-Zone

The transition sub-zone is the area in which the traffic is steered and guided into and out of

the diverted path around the work sub-zone. This is the most crucial sub-zone from safety

point of view since most of the movements are turning movements. The traffic in this sub-

zone is mostly taken across with the help of barricades and channelizers.

9 Work Sub-Zone

This is the actual area where construction or maintenance activity is taking place and themain concern, therefore, is the safety of the workers at the site from the plying traffic. The

path of the traffic must, therefore, be very clearly delineated to avoid intrusion of vehicles

moving into the work area. The work sub-zones shall not be close to each other and the

distance between the two work sub-zones shall be such that the flow of traffic can return to

normal stream by permitting fast moving traffic to overtake slow moving vehicles. These

distances shall preferably be 2 km on urban sections and 5 to 10 km on rural sections of the

highway. T,he length of work sub-zone will vary. The length of warning and transition sub-

zones shall be basically governed by the speed of approaching vehicles and shall be

regulated as shown in Table 5 below:

Table 5: Recommended Length of Construction Zones

Average Speed Length of Advance Length of Transition Length of Work Sub-(kph) Warning Sub-Zone (m) Sub-Zone (m) zone (m)

50 100 50

51-80 100-300 50-100 Varies

81-100 300-500 100-200

Over 100 1000 200-300

® Termination Sub-Zone

An information sign board shall be erected to inform road user of the end of Construction

Zone.

1.4.2 TRAFFIC CONTROL DEVICES

The traffic across these sub-zones is guided and taken with the help of various traffic control

devices erected at the site. Traffic control devices in the construction zones perform the

crucial task of warning, informing and alerting the driver apart from guiding the vehicle

movements so that the driver of the vehicle as well as the workers on site are protected and

safe passage to the traffic is possible.

The primary traffic control devices used in work sub-zones are signs, delineators,

barricades, cones, pylons. pavement markings, flashing lights etc. They shall be such that

they are easily understood without any confusion, are clearly visible during day and night,

conform to the prevailing speeds in immediate vicinity, stable against sudden adverse

weather conditions and are easy in installation, removal and maintenance. The MOST

[pa Associates5

*IROAD |G|M WAY|

CUICED 7n 0~~~~~~~~~EEgIMN

PRod ooe Do not °rbr Giv war tVo p.detriU (a) Regulatory signs

Lnn. oceed DVWUIOf to the01S Ck*We for Truffl(two kmi road)O d

Dud -m"Y Dud a~gwf To kpraf

(a) Warning signs

Dbtf to haon of dRoub f1r RoWd dwaddia dMWO pewix dd

~~~~~~*fi - doe

roadroPuX R zR C_ h

j (a) Guide signs

Figre D Regulatory Waming And Guide

Signs For a Constucition Zone


specifications 112.4 also stipulates the requirement of barricades, signs, markings, flags,lights and flagmen as may be required by the Engineer for the information and protection oftraffic approaching or passing through the section of the highway under improvement. Sincethe specifications are silent about the specifications of barricades and other accessories thequality of control devices is left purely to the discretion of the contractor and the Engineer. Itis because of this reason that the traffic control in construction zones suffers from utterdeficiencies with resultant hazardous situations.

0 Signs

The construction and maintenance signs fall into the same three major categories viz.regulatory signs, Warning signs and Guide signs as other traffic signs do. The IRC: 67-1977(Code of Practice for Road Signs) gives a comprehensive list of traffic signs to which thesize, colour and placement of signs shall conform. These signs shall be placed on the lefthand side of the road. Some of the common type of signs, which shall be provided inconstruction zones, are discussed in the following paragraph and shown in Figure 1

03 Regulatory signs

Regulatory signs mean legal restrictions on the traffic. They shall be used only inconsultation with the local police and /or authorities. The most common types for the use inconstruction zones are "Do not Enter", "Road Closed", Give Way to Pedestrian", Speed limitetc.

0 Warning Signs

The most common type of warning signs to alert the drivers of the possible dangers aheadin construction zones are "Lane Closed", "Diversion to other Carriageway", "DividedCarriageway Starts", "Divided Carriageway Ends" and "Two Way Traffic" etc. Sometimes itmight be advisable to explain these signs with the help of a rectangular definition plate ofsize appropriate to the size of warning triangle and placed 0.15 m below, from the bottom ofthe triangle.

c3 Guide Signs

Guide signs in construction zones shall have different background colour than the normalinformatory signs of IRC: 67-1977. These signs shall have black messages and arrows onyellow (Traffic Yellow of IS: 5-1978) background. The commonly used guide signs are:"Diversion", "Road Ahead Closed" and "Sharp Deviation of route' etc.

DelineatorsThese channelising devices such as cones, traffic cylinders, tapes, drums are placed in oradjacent to the roadway to guide the drivers along a safe path and to control the flow oftraffic. These shall normally be retro-reflectorised for night visibility. IRC: 79-1981(Recommended Practice for Road Delineators) gives details of some of the delineators. Theother delineators are discussed in following sections:

Traffic Cones and Cylinders: Traffic cones shall normally be 0.5m to 0.75m high and 0.3mto 0.4m in diameter or in square shape at the base. These are mostly made of plastic orrubber with retro reflectorised red and white band and have suitable anchoring so that theyare not easily blown over or displaced, it might be preferable to use double cones, one overthe other. The cones shall be placed close enough together to give an impression of the

Lea Associates6


continuity. The spacing shall be 3m (close) to 9m (normal). Larger size cones can be usedfor high speeds or where more conspicuous guidance is required.

Drums: Empty bitumen drums (made of metal) cut to the required height can be used aschannelising devices since they are highly visible, give the appearance of being formidable

objects, thereby commanding the respect of the drivers. These drums can also be of plastic,which are lighter, easy to transport and store. As delineators, these drums shall be about

0.80 to lm high and 0.30m in diameter. They shall be painted in circumferential strips 0.10

m to 0.15 m wide, alternatively in black and white colours.

Barricades: Whenever the traffic has to be restricted from entering the work areas, such as

excavations or material storage sites so that protection to workers is provided or there is aneed for separating the two-way traffic, barricades can be used. The barricades can be

portable or permanent type and can be made of wooden planks, metal or other suitable

material. The horizontal component facing the traffic is made of 0.30 m wide wooden planksjoined together and painted in alternate yellow and white strips of 0.15 m width and sloping

down at an angle of 45 degree in the direction of the traffic. BarricadeTypes II and I areportable type useful for small works and Type IlIl is permanent type, suitable for major workareas. Suitable support or ballasting shall be provided so that they do not over turn or blownaway in strong winds. In case of a permanent type barricade, a gate or movable section

shall be separately provided to allow the movement of construction/supervision vehicles.

Flagmen: In large construction sites, flagmen with flags and sign paddles shall be

effectively used to guide the safe movements. The flags for signalling shall be 0.60 m x 0.60m size, made of a good red cloth and securely fastened to a staff of approximately 1 m in

length. The sign paddles shall conform to IRC: 67-1977 and provided with a rigid handle.

1.5 CONSTRUCTION SCHEDULEThe alignment has been aligned north, south or middle, Length of the largest section isabout 7km and the lowest is 100m to minimise damage or disruption to roadside properties.Alignment options proposed for GTRP is summarised in Table 6

Table 6: Distribution of the Proposed Alignment

Package Along the Existing Alignment of NH-2 (km) Away from the Existing Alignment of NH-2(kmn)

Concentric Eccentric Eccentric Total Bypass Minor TotalWidening Widening Widening Realignment

(North) (South)

I-A 20.430 10.434 14.906 45.77 3.300 1.770 5.07

1-8 10.200 38.220 - 48.42 10.600 - 10.6

I-C 11.800 3.200 30.915 45.915 26.710 0.200 26.91

Il-B 9.600 22.400 17.300 49.3 2.03 2.03

IV-A 17.500 47.525 5.645 70.67 5.43 5.43

IV-C 2.100 6.710 0.950 9.76 21.34 21 34

V-B 6.574 32.925 35.461 74.96 6.61 6.61

Total 78.204 161.414 105.177 344.795 76.02 1.97 77.99

(18.50%) (38.18%) (24.88%) (81.55%) (17.98%) | (0.47%) (18.45%)

Source Detailed Project Reports, Packages I to V, Grand Trunk Road Project.Note. indicates that the smaller stretches of minor realignment length has been included in the eccentric widening.

(Note- the figures for each category of alignment are the total length of all road-sections in

the particular package following this category of alignment.

Lea Associates7 721=

-9

0

D 1i

40

_ .0

Work Zone

C

iD-I

II

II~~InK

A

lkm A Ul.NOTE:-Flashing beacon to be provided during night

Fig. 3 Layout of signs for Traffic Diversion From Existing Carriageway toNew Carriageway for Strenthening/Reconstruction

From One Median to other Median

ii~~~7

0 tt0%

F7g.4: Layout of Traffic Control devices forChange to New Carriageway for StrentheningReconstruction Existing Carriageway


1.5.1 RURAL SECTIONS

The 4 laning proposed in rural sections in all the packages is mostly asymmetrical either onleft or right side of existing road. The median width proposed is mostly 5m. In such casesthe widening on any of two sides of existing road will not hamper the traffic flow significantlyexcept for the non-availability of partial shoulder width for use in emergency besidesreduction in speed due to interventions from construction traffic. Actually the shoulders incertain packages have 1.5m wide paved shoulder while in remaining packages theshoulders are earthen and their width varying from 1 to 1.5m. Thus at the time of widening acontinuous longitudinal barrier shall be provided on shoulder about lm away from the edgeof main carriageway. Besides delineators shall be provided at 25m interval with reflectorsfor guidance at night. In addition, advance information shall be provided for the travelingpublic about the construction activity so that they become more alert. Similarly when thetraffic is required to be diverted to new carriageway for carrying outstrengthening/reconstruction, necessary advance information needs to be provided aboutthe diversion of traffic from existing road to new road. The vital aspect to be kept in viewduring construction is to minimize discomfort to normal traffic with this in view, it will beprudent to widen the continuous length of rural section from one urban area to the other oneand thereafter strengthening/rehabilitation of existing road taken up in short stretches fromone median opening to the other normally kept about 2 km apart. Thus the sequence ofconstruction in rural section shall be as summarized below:

i) The eccentric widening of existing 2 lane carriageway shall becompleted in the first instance for the entire stretch spanningbetween two urban areas progressively taking 5 km stretch at atime (MoST clause 112.2) . During this phase, signs/barricadingshall be as shown in Figure No. 2

ii) Strengthening/reconstruction of existing 2 lane to be taken upafter the completion of 2 new lanes in segments spanningbetween consecutive median openings. Layout of signs andsafety measures for this construction phase shall be as illustratedin Figure No. 3

iii) Widening to 4 lanes and also strengthening/rehabilitation ofexisting 2 lanes in the same stretch shall not be taken upsimultaneously.

iv) In case of any hold up in the progress of eccentric widening dueto any unforeseen reason before reaching the next urban area assuggested in (i) above, the strengthening/reconstruction of theexisting road can be started in the stretch already 4 lanedbetween one median opening to the next median openingprogressively. Such situations may arise requiring diversion oftraffic for cross over from the new carriageway to the existing 2lane carriageway when construction of new carriageway is donein stretches, during which traffic safety measures as shown inFigure No. 4 shall be adopted.

v) In case of 6 laning, 3 new lanes will be constructed in the firstinstance and thereafter work on existing 2 lanes will be started Incase of strengthening an additional one lane will be added andthereafter overlay in the entire width provided. In case of

o .a Associatesd 2=


reconstruction, the existing pavement will be dismantled andpavement for 3 lane reconstructed in one go.

1.5.2 URBAN SECTIONS

The urban sections along the project road are given in Table 7. The widening in these urbansections is symmetrically planned with main dual carriageway generally at elevated level

and services roads at ground level to cater to local traffic.

Table 7:Urban stretches along GTRP

Packag Setlement Length From To Proposed Cross-section adopted.e RoW

I-A Agra 700m 0.700 1.400 TCS 1 (with flyover at Rambag Junction)

Agra 4.18 0.000 4.1800 TCS-2

Chhalesar 1.35 5.95 7.3 TCS-5

Chhalesar 0.4 7.3 7.7 TCS-6

Kuberpura 0.6 10.4 11 TCS-6

Etmadpur 0.6 16.5 18.2 TCS-8

Tundla 1.7 21.4 23.2 TCS-9

Firozabad 1.8 35.4 37.41 TCS-13

Figozabad 2.01 37.41 38.2 TCS-14

Firozabad 0.79 38.2 43.45 TCS-15

Firozabad 5.25 43.45 44.5 TCS-14

Firozabad 1.05 44.5 46.5 TCS-13

I-B Shikohabad 4.4 7.8 12.2 TCS 2

Kathpori 2.15 40.15 42.3 TCS 4

Jaswant Nagar 2.5 51.8 54.3 TCS 4

I-C Manikpur and 2 0 2 TCS I-APilklhar

Sarai Jalal 0.9 9.8 10.7 TCS I-A

Labarpura 0.7 14.6 15.3 TCS I-A

Auraiya 6.1 55.9 62 TCS I

Bhan Pur Village 1 63.4 64.4 TCS I-A

Matoli 1.1 66.2 67.3 TCS I-A

Il-B Kanpur Bypass 18.3 473 491.3

Ramadevi 5.1 8.7 13.8

Bhramdev Temple 0.7 18 18.7

Hatipur village 0.9 20.5 21.4

Sarsaul 1 25 26

Dungarpur Vill 0.4 33.2 33.6

IV-A Parshupur 2 100 102 1UA

Jagdeesh Sarai 4.9 138.9 143.8 1UA

contd to Chandauli

BarthiKamraur/Bihar 2.35 153 85 158.2 1UC

Border l

LPa Associates9

E*/ MA 4> N /

| I~~~~~~CorwbwXtlo CorJ l1o

TnI e T~Wft

s 1t1 _ _ s g NOTE:-

Flashing beacon to be1i1 provided during night

Figure 5: Layout of Traffic Control Devices for Urban Section (Stage - I)Construction of service road, footpath and side drain

m ~~~~~~~~ I

/ 1- }" '* i~~~~~~~~n" Et

NOTE ~ ~ N~

Oft/ EFGUN.

combmOdn ~ ~ ~ ~ lahn baont b roie

Tm _* -

Figure 6: Layout o Traffic Control Dvices for Urban S CtonrSage -ct)o

Construction of 4tLane Divided Carriageway

Flashing beacon to be provided

s 1@1 _ ^ 1 l ~~during night

| ~~~Figure 6: Layout of Traffic Control Devices for Urban Section (Stage - 11)s ~~Construction of 4 Lane Divided Carriageway


Packag Settlement Length From To Proposed Cross-section adopted.e RoW

Karamnasa Village 0.6 159.35 159.95 1 UA

Durgawati 0.45 168.825 169.275 1 UA

IV-C Dehri 4.33 322.27 326.6 IUA

Near Sonnagar 0.527 330.65 331.177 1UA

V-B Chauparan 1.75 264.05 265.8 Type IV

Shingharama 1.75 275.4 277.15 Type IV

Ansarnagar 2.825 277.2 280.025 Type IV

Ansarnagar/Dhabn 0.9 280.25 281.15 Type IVa

Kariudpur 0.15 292.7 292.85 Type IV

Barsot 0.475 294.55 295.025 Type IV

Gungri 1.25 301.5 302.75 Type IV

Barakatta 0.65 308.95 309.6 Type IV

Kunhar Khurdh 0.55 306.65 307.2 Type IV

In such situations service roads and drains on both sides will be taken up first and thereafterthe work of main dual carriageway taken by diverting the through traffic to service roads.Thus the sequence of construction in urban areas will be as follows.

i) Services roads and side drains on both sides will be constructed first permittingthe normal flow on the existing 2 lane road. The construction traffic in the work zoneshall be safely segregated from the main stream traffic by erecting appropriatesigns at the beginning of the work site. Also on return it will be amalgamated withthe mainstream traffic by erecting appropriate signs at the end of the work site. Itshall be ensured that there shall be designated entry and exist points duly designedso as to avoid haphazard entry or exist of construction traffic. Conflicting turningmovements. Figure No. 5 illustrates the safety measures to be taken during thestage of construction (stage-I) in urban sections.

ii) On completion of the service roads on both sides, the main traffic will bediverted on them directionwise and the existing 2 lanes will be widened to 4 lanesduly accounting for the width of central median at elevated level as per design afterconstructing retaining walls on both sides. However, if the road level is not to beelevated, the existing road may be widened to two lanes on each side upto theexisting road level and strengthening taken up thereafter on each side for the fullwidth of 2 lanes including paved shoulder if any after constructing hub stones forthe median. During this stage, position of different signs! delineators/barricades toensure safety of workers and road uses shall be as illustrated in Figure No. 6.

1.5.3 DETOUR ON TEMPORARY DIVERSION

In the cases of major repairs or reconstruction of cross drainage structures on ahighway section, damaged due to flood etc., the traffic may have to pass on a diversion,moving parallel to the highway. A list of bridges along the project corridor is given inannexure lwhile Annexure 2 gives list of proposed Grade separators in GTRIP

Lea Associates10 =gs


A temporary diversion road shall basically satisfy the following requirements:

i) it shall have smooth horizontal and vertical profile with smooth vertical and

horizontal curves;

ii) it shall not get overtopped by flood or drainage discharge under any conditions;

iii) it shall have adequate capacity to cater for the diverted traffic;

iv) it shall be dust free and shall ensure clear visibility at all times of day and night;

v) It shall be provided with the required safety standards ; and

vi) It shall be provided with suitable barricades to prevent intrusion affecting the

movement of the traffic.

The warning for the construction ahead shall be provided by the sign "Men at Work" about 1km earlier to the work zone. In addition, a supplementary plate indicating "Diversion 1 kmahead" and a sign "Road Closed Ahead" shall be placed. "Compulsory Turn Right/LeftSign" shall follow it. The 'Detour" and "Sharp Deviation" sign shall be used to guide the

traffic onto the diversion. Hazard markers shall be placed just where the railings for thecross drainage structures on the diversion starts.

1.6 SAFETY OF WORKERS AT SITE

1.6.1 HIGH RISK ACTIVITIES

Some of the construction activities to be carried out on the project road having accidentrisk potentials are:

> Construction works

' Soil Excavation

> Use of Explosives

> Demolition

> Hoisting

' Working on Heights

> Bituminous Roads

Construction Works mostly include bridges, embankments, utility relocation and

compound walls etc. The major hazards associated with them are

1) Design

2) Collapse

3) Fall

4) Fire

5) Electric shock

The accidents during soil excavations are mainly due to

1) Inadequate shoring

2) Under cutting

3) Drowning

Lea Associates70


4) Fall of loose Boulders

5) Collapse

6) Loading of Truck

The accident in Use of Explosives are mainly due to

1) Transport

2) Storage

3) Handling

4) Disposal

5) Misfire

6) Welding

The causes of accidents in demolition works during site clearance are

1) Collapse

2) Fall of roof, slab, truss, boulders

The reasons for accidents in hoisting materials are

1) Misuse of the hoist

2) Faulty erection

3) Lack of the wire rope inspection

While working on heights, fall is the main cause of accidents.

During Bituminous road construction accidents occur because of

1) Lack of signaling between the driver and the cleaner

2) Lack of Use of personal protective equipment

Some of the other causes of accidents are

1 ) Lack of supervision during construction/erection/welding

2) Lack of training

3) Negligence

4) Haste for completing the work early to get more profit

5) Adopting shortcut and risky methods etc...

1.6.2 REMEDIAL MEASURES

Some of the remedial measures for such accidents, for both managers and workers arelisted below

For Managers

1) Strict supervision

2) Due respect to safety rules, regulations and implementation

3) Good accident free construction plan

4) Training to workers and staff

Lea Associates1 2


5) Provide personal protective equipment to workers and make its use compulsory

6) The management must disclose its safety policy to all the workers

For Workers

1 ) Use personal protective equipment

2) Use right equipment for right job with safety devices

3) Proper storage of explosives

4) Avoid risky and hasty methods

5) Pay respect to safety rules

Other than the measures mentioned above, the specific measures to be adopted withrespect to each hazardous/high risk activity is listed in table below.

Safety of the Project Workers at site during duty hours is the responsibility of thecontract. It shall be ensured by him that safety measures appropriate for the job aworkman performs shall be provided. Also, safety measures against accidents of theWorkmen by the traffic using the highway and/or diversions shall be taken. The contractshall provide Helmets and protectve Chest Vests to its Workmen at site and make itcompulsory for them to wear the same. The contract shall insure the entire projectWorkmen against accident. Labour Laws in force shall be followed.

1.7 REPORTING SYSTEMAs per the Most clause 115 and 111.2.1, prior to the start of the construction activities atsite, the contractor shall, within 30 days after the date of the letter of acceptance, submit tothe engineer for approval, the detailed construction methodology including mechanicalequipment proposed to be used, sequence of various activities and schedule from start tothe end of the project. The methodology and the sequence shall be so planned as toprovide proper safety, drainage and free flow of traffic. The present document should bewell incorporated in the same.

Along with that a monthly reporting format is proposed for each type of traffic control andsafety arrangements along the project corridor. The formats are attached in the end.

1.8 QUANTIFICATIONAs per the ToR the consultants are required to plan and design for additional items of workto ensure adequate safety of road users during the construction period complete with BOQand technical specifications. Planning and designing for additional items of work concerningsafety can be tentatively worked out for various packages on the basis of assumptions inregard to construction programme. However, the contractor may or may not be able to stickto this assumed programme of construction and the quantification done may becomeunrealistic.

The additional items of cost involved for safety measures are signs, barricades, flagmenand marking as is evident from the note given. Signs and barricades will be shiftedprogressively as the work advances linearly. It will be difficult to make such items as payitems as the cost of such items is not so substantial to be treated as pay items. In view ofthis it is felt that the contractor should account for this extra expenditure in various items and

Lea Associates13


extra BOQ may be dispensed with. However the contractor shall be bound to follow allsafety measures.

1.9 CONCLUSIONS AND RECOMMENDATIONSIRC is coming out with an exhaustive publication (IRC:SP 55-2000) regarding Traffic ControlMeasures in construction zones and would become a very useful document for adoptionduring construction/maintenance of highways. This document is in the press for printing.Similarly the IRC code for Traffic Signs has been revised (IRC 67:2000) and is being sent topress for printing by the IRC. NHAI has included in their Model Concession Agreement(MCA) the safety requirements to be observed during construction and maintenance. It isproposed that these documents should also be incorporated as part of the specifications tobe included in the contract document. The WB standard bidding documents require thecontractors to give a detailed note outlining bidders proposed methodology and program ofconstruction, backed with equipment planning and deployment, duly supported with broadcalculations and quality control procedures proposed to be adopted, justifying theircapability of execution and completion of the work as per technical specifications within thestipulated period of completion as per milestones. (Clause 5.3 of Bidding data). This clauseshould be applied highlighting the obligation of the contractor to ensure Traffic ControlMeasures as specified in specifications at no extra cost so that he stands committed toadrere to the traffic safety requirements during construction.

The project engineer should devote sufficient time to ensure maximum effectiveness oftemporary traffic control arrangements and safety plan for workers. Deficiencies in trafficcontrol plan will often become apparent by a repeated visit of the area by the ProjectEngineer and also by observing the reaction of public driving through the area. This isparticularly true during hours of darkness under various weather conditions and at timescalls for changes in Traffic Control Management. Temporary traffic signs causing confusionand driving hazards to the traveling public, needs to be avoided. Table 8 details aconstruction period safety plan for workers.

Table 8:Safety Plan for Highway Construction WorkersSi no Description of job Anticipated risks/ hazards Precautionary measures/ safety requirement I Responsibility

activities I instructions- Setting out and Accident with traffic snake The vehicle movement to be controlled with red Site engineer

levelling bite / insect sting and greed flags. Strips of pavement likely to be Site engineeraffected closed to traffic with barrication bycones & sign boards.Workmen traversing dense vegetation areas towear safety shoes. The road side area cleared ofdense bushes where needed to enable thelabour and surveys or to walk through safety.

Tree cutting Falling of tree I branches on Guide rope to be tied above the centre of the Site engineerworking crew trees & to be pulled opposite to the side cut

Trained workmen to be deployed. The fellingarea to be cordoned and no one ailowed to enterthe cordoned area, helmet wearing mandatory.

Electrical hazard Power in close-by transmission line to be shut Site inchargedown

Site engineer

3 Road way excavation Falling of workers/ Providing reflecting tape or stones (white Site engineerfor widening equipment/ vehicies washed) at the edge of the existing road to

demarcate the working zone.

Lea Associates1 4


Si no Description of job Anticipated risksl hazards Precautionary measures/ safety requirement I Responsibilityactivities instructions

4 Embankment/subgradeconstruction

4.1 Borrow pit Hit by excavator Workers to remain away from swing area. Site engineer

Contact with overhead People to be trained for the associated danger,power line 1.5 mt. clearance to be maintained between the

maximum lift and power line4.2 Haulage of earth Accidents I) overloading to be avoided. Site engineer

li) haul roads to be maintained properly and thesurrounding people cautioned about theconstruction traffic plying in their area.lii) flaps of dumpers/trucks to be property closed.lv) proper maintenance of haulage vehicles

Overturning of loaded Curvature of ramps limited to 30 degree gradientdumpers while negotiating limited to 12% to avoid overturning creatingsharp curves and steep additional width of pavement for safe passege ofgradients traffic.

4.3 Movement of dumpers Accidents with normal traffic Speed limited to 40 kph over speeding, Site engineeron existing roads overloading and sharp braking not to be allowed.

Traffic control persons with road safety jackets tobe deployed wherever required.Only authorized drver & helper allowed in the

_______ ____________________ dnver's cabin during driving.

5 GBS & WMM Injury by contact with Protective fence to be provided on both the sides Site engineerconstruction. moving & conveyor belts. of conveyor belts. Cautionary signs displaced as

prohibited area.

S Prime coat & tack coat Hit by compressed air Trained workmen to operate. Site engineer

Contact with hot bitumen Trained & skilled workmen to operate thecoming out of the sprinklers. sprayers. They should wear goggles, asbestos

hand gloves & ankle shoes with wollen paties.7 Reinforcement yard I Injury to workmen while Trained and skilled workers to be deployed Site engineer

carpentry workshop operating bar bending &reinforcement cuttingi shearing machine.bending work

8 Shuttering work Fire, injury due to collapse Suitable number of fire extinguishers to be Site engineerof shuttering provided where of timber shuttering is used.

Scrap on floors to be removed to minimise fire Site engineerrisk

Cut injury to workmen Moving ( rotating parts to be guarded P & m engineer

Injury to eyes of the Goggales to be worn while operating any wood Site engineerworkmen working machine in workshop

Guide edge should be provided for sawing /l __ __ __ __ ___ __ ___ __ _ ___ __ ___ __ ___ ___I planing machine Site engineer

9 Usage of crane Snapping & shearing of All the lifting tackles should have valid testlifting tackles certificates from the competent authority &

should be checked before use. P&M incharge

Cranes should be parked on sufficient hard soil, Site engineernot near the edge of pit.Entire range of crane working area should becordoned off.Riggers & flag boys should be at proper locationCheck wire rope - capacity to no bending and nocut.Don't overload the crane Site engineerSwinging of load should be smooth.Understanding of signals of rigger's flag.Extreme care should be taken in lowering theload

Lea Associates1 b G iO

`D~,777


SI no Description of job Anticipated risks/ hazards Precautionary measures/ safety requirement i Responsibilityactivities instructions

Remove the load from hook after the working Site engineerhours.

1 0 Plant and macinery Breakdowns and accidents Should be inspected & certified by competent P&M engineerperson periodically and findings to be recorded.Maintenance to be carried out as permanufacturers stipulationsEnough inventory of spare parts to bemaintained.

11 Material handling Improper handling of Maximum lifting capacity should be indicated P&M engineermaterials. Mechanical clearly.failures accidents Unauthorised handling & operations must be

avoided.Safety systems should be maintained properly &not to be overloaded. Site engineerImproper signalling to be avoided.Understanding of signals should be established.

12 D g sets Fire I.e. Rules should be followed strictly. P&M engineer

Electric shock, sparks Machine body must be earthed earth pit P&M engineerresistance should be below I ohm and should becovered adequately.

Smoke .'no smoking" boards should be displaced.Vent pipe with flame arrestor should beprovided.Flame proof electrical fittings should be fixed.Protection against emission - exhaust height ofthe chiminey should be adequate.Fuel should not be stored in the same room.Only authorised person should be permittedinside the DG room.Extra care should be taken during rainy season.

13 Batching plant Collapse of bin walls Blin wall should be properly anchored with Site engineerfoundation.Proper welding of bin wall plates with verticalsteel frame.

Breakage of mixing drum Bearing of drum roller to be properly greased & P&M engineerperiodically checked.

Fall of aggregate skip Pinion/gear box for rotating drum should be wellmaintained. Skip/pinion gear box should beperiodically maintained/ checked.Wire rope / clamp for skips to be checked daily. Site engineerRoller for skip bearing should be greased &checked. P&M engineerLimit switch for skip to be maintained properly.Magnetic brakes should be properly cleaned.

Mixing drum cleaning Electrical mains should be switched off duringmanually. maintenance operations.Cleaning of pit at the bottom Fuse plugs to be taken out.end of aggregate skip.Cleaning of cement feedingscrew conveyor. Opened fuse plugs to be kept under lock & key

till the completion of maintenance.

Collapse of aggregate Wire rope/ clamps should be periodically P&M engineerscrapper checked.

Guy rope holding scraper boom should bei ____________________ _________________________ periodically checked.

14 iWelding set Electric shocks, injury to Ensure earthing to the machines. P&M engineerl ) Electric eyes Switch to be nearer to the job to switch off in

case of any contingency.Welding screen/ gloves must be worn by thewelder while welding.

L pa Associates16


Si no Description of job Anticipated risks/ hazards Precautionary measuresl safety requirement I Responsibilityactivities instructions

Overheating of welding Before engaging welder, he must be tested.cable leading to fire Lugs bolts should be provided

li) Gas DA cylinder should be kept vertically in trolley.Gas hose should be fixed with clamps only.During hot season cylinder should be keptunder shade.Gas regulators, cutting torch/ gas hose jointsshould be maintained leak proof.Welder must wear gogglesi gloves whileoperating gas cutting set.Nozzle of gas cutting torch should be cleaneddaily.

15 Excavator/ wheel Breakdowns, accidents Proper signalling to be established for swing Site engineerloader / dozer operators.

Leakages in hydraulic oil hose to be avoided. P&M engineerBush / pin / teeth of bucket should be wellmaintained.No person should stand in swing area ofexcavatorExcavator should be parked on relatively firmsoil

16 Labour colony & work Guidelines for health & Outlet of sewage drains must always be cleaned Admn. Inchargepremises environment off garbage.

Garbage bins must be provided at differentlocations.Ddt power to be sprinkled periodically.Proper illumination / water supply should bemaintained.Workers should be vaccinated against anyepidemic spread in the project areaDoctor must check the health of workers atleasttwice a week.Adequate first aid materials must be available infirst aid centre.A person having a training of first aid treatmentmust be deployed.An emergency vehicle must be kept ready totake the casualty to the hospital.A list showing address & telephone no. Of nearlyhospital / clinic, fire & police station should beprominently displayed.Important first aid charts should be displayed inthe time office.

17 Stores Oil drums / gas cylinder should be kept in Storesseparate sheds.Shed containing oil drums / gas cylinder shouldhave adequate ventilation.The floor of the shed should consist of sand /aggregate.Suitable fire extingnisher for the class of firemust be kept outside the shed.

Wooden materials must be stacked properlyabove groundNo person should smoke near the areaAvoid oil spillage where timber stacked.

19 Binding reinforcement Fall from elevated Proper usage of safety belt with anchoring to be Site engineershuttering ensured.

Platform with properly tied jallis and woodenplanks rnust be made over the girders orbrackets.Access ladder to be provided.

Lea Associates17 ' =


Si no Description of job Anticipated risksi hazards Precautionary measuresl safety requirement I Responsibilityactivities Instructions

Finger and leg injures due Good tools to be deployed.to sharp edges of nails andwires.

20 Shuttering Fall from height Anchoring safety belt. Site engineerHandrails to be provided along the platforms.

Improper access Platform with ledger pipes, clamps & properlytied planks to made

Handling of materials Skilled workforce to be deployed.

21 Manual concrete laying Electric shock while using Gum boots & hand gloves to be worn Site engineervibrator. Formwork must be proper & strong.Damage to human skin dueto direct contact withconcrete. Collapseformwork

22 Finishing Fal of persons Handrails must be provided along the walkways Site engineerplatform during icb concreting.Safety belt, anchoring with hand rails I guy ropemust be used.Planks & jallies to be tied.Hand rails should be damped.

23 Electrical safety Shock & burn Colour code of the cables to be ensured P&M engineer3 pin plug top to be used.MCB to be used.ELCB of 30 ma sensing to be connected in everyckt except welding MWCS.Earthing to be connected to al matalic parts Imachines,Correct fuse of rated amperes to be provided.All the elcbs to be tested by testing set once intwo weeks.

24 Work at height Fall of persons Safe approach to be provided Site engineerLife line to be provided upto the work platform.Work plafform should have guardrail. midrasil &toe boards.Anchorage points to be provided for anchoringthe safety belts.Wearing & anchonng of safety belts to beensured.Safety nets to be provided as & when necessary.Fall arrestors to be provided as & when

l ______ _____________________ necessary.25 Vehicle safety & earth Hitting I dashing / runover Drivers / operators should have valid licence P&m engineer

moving eqip. Safety from the competent authorityAll lights, brakes & wheel pressure should bealright.Reverse horns must be provided.Overtaking & over loading should be avoided.Arrangement should be such that the operatorsshould be able to see the nearly workmen orsignal man to be deployed to guide the operator.

26 Piling Fall of material The work area to be barricaded. Site engineerClose supervision to be ensured.Proper signalling to be ensured.Skilled persons to be engaged.

27 Fire safety Burn injury & explosion Live cylinders, empty cylinders, filled oil drums, Site engineer, storempty oil drums, filled paint drums & empty paint i/c, & P&M engineerdrums should be stored separately in wellventilated places.Approved type of fire extinguisher to be

l _ _ _ l _ _ _ _ _ _ _ _ _ provided.

L1a Associates


SI no Description of job Anticipated risks/ hazards Precautionary measures/ safety requirement I Responsibilityactivities instructions

Empty cylinders should not be shifted close tothe fire / spark prone areas.Flashback arrestors to be provided to the DAcylinders .Empty drums should not be gas cut.

Lea Associates


ANNEXURES

Lo Associates20


Annexure 1: Majors and Minor Bridge locations along GTRIPS. Contract Name Bridge Structural Details RemarksNo Package Location

(Chainagekms)

No and Distribution of Spans No x m L ength Width CNW(m) (m) Width

(m)1 IA Old 0,00 7X44.2+2X17.53 356.62 Completed in 1969

Yamuna Each caters forBridge one way two lane

traffic, rehabilitatedby overlay of deckslab and cracksealing by epoxyinjection

2 IA New 6x44.2+1x45.8+1x17.2+8x18.8 500.04 7.5 Completed inYamuna 1996, 20mBridge Upstream of old

bridge Each catersfor one way twolane traffic

3 l B Gujaini 7.200 3X20.0 60.0 7.6 Retained forEscape service road as

new 4 lane bridgeproposed for NHand 2 lane servicelane on left.

4 iN B Pandu 37.200 3X25.0 75.0 7.6 6.6 Old but goodRiver condition and new

2 lane bridgeproposed on LHS

5 IV A Karmanasa 47 35+60+35 130 7.2+0 Reconstructionproposed

6 IVA Durgawati 58 36+53+36 125 7.5+2X1.5 Additional BridgeI__________ Proposed

7 IV C Canal 134 33+50+33 116 7.5+2X1.3 Additional Bridge,Proposed

| 8 IV C Sone 140 93X32.918 3061.4 Existing 2 laneBridge with 5Precastsuperstructure, TBeams NewBridge is proposedlocateddownstreamparallel to existing

I ______________I____________________ bridge|9 V B Mohane 249 19.2+19.2+19.2+19.2+19.25+9.25+19.3+19 153.6 Voided slab cont

with openfoundation and

__I _ I_I_l | lighting provided10 |V B - Barkar 279 13.8X5+26.5X7+13.8X4 309.7 PSC Box with 2

lane bridgeproposed with

I I___ I ,1 _________ I_______ |__ footpaths11 I A - Jharna 5+97.0 5X6 39.77 8.4 6.7 Bridge

Naliah Br. OvertoppedNo 205/2 (0 30m) in 1978

floods requiringvertical clearanceover new HFLReplaced by anew 6-lane

:___ ____L_._ ___________ |_________ bridge.12 IA F Tundla 18+681.5 1x20.5 23 8.5 7.5 Superstructure of

I ROB RCC slab over 5in numbers ofplate girders,substructures of

_________| Brick Masonry13 IA Br. No 28+105.0 1x12 14 8.2 7.3 RCC T beam &

229/1 j i | | slab with a

Lea Associates2 1 C Z=


substructure ofBrick Masonry,retention afterminor repairs.New 2 lanebridge to be

__________ constructed14 I A Br No 37+645 3x2.60 11 4 12.4 11 6 RCC slab with a

238M1 substructure ofBrick Masonry,completereplacementproposed as roadraised by morethan lm

15 B Br. No 255 1X11.15+2x10.7 37.07 8.3 7.3 Existing 2 lane255/2 bridge to be

retained withnew 2 lanebridge to beconstructed onLHS, RCC Tbeam & slab

16 I B Br No 258 2x10.85 21.5 8.22 7.22 Existing 2 lane258/2 bridge to be

retained withnew 2 lanebridge to beconstructed onLHS ,BrickMasonrywidened by RCCslab, Irrigationcanal

17 I B Br. No 306 lXl 2.35+2x2 41.15 8.3 7.3 Existing 2 lane306/2 bridge to be

retained withnew 2 lanebridge on LHS,RCC T beam &slab to be

_________________ ________________________ ~~~~~~constructed18 C B Br. No 308 2x9.6 19.4 815 7.5 Existing 2 lane

308/2 bridge to beretained withnew 2lanebridge to beconstructed,Brick Masonrywidened by RCCslab, Irrigation

22__ ________ Canal19 I C ~~Br. No 2+279.00 5X4.2 23.079 8.4 7.5 Existing bridge

324/2 to be retainedwith new 2 lanebridge on rightBrick masonry,widening by RCCSlab, Irrigation

-20 I C Br No 51+436.00 2X3.7 9.4 10.6 9.1 Existing bridge373/2 to be retained

with new 2 lanebridge on right.Brick masonry,widening by RCCSlab, Irrigation

___________ _______________ ___________ ~~~ ~~~~~Canal21 I C Br. No 55+371 60 3X4.7 16.5 8.4 7.5 Existing bridge

377/1[ to be retainedI ~~~~~~~with new 2 laneI ~~~~~~~bridge on rightI ~~~~~~~~~~~~~~~Brick masonry,

_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~widening using

Le-a Associates22


RCC Slab,Irrigation Canal

22 1l B Pandu 473.100 3X14.8 44.4 7.6 Widened byRiver providing overlay

slab, minorcracks, new 2lane bridgeproposed on theleft

23 II B Ganda 8.100 1X12.0 12.0 Needs plasteringEscape new 4 lane bridge

proposed for NHand 2 laneservice lane onleft

24 lB Canal 11.100 1X10.0 10.0 SatisfactoryBridge condition new 4

lane bridgeproposed for NHand 2 laneservice lane onleft

25 11 B Kidwai 13.100 1X7.0 7.0 12 SatisfactoryNagar Nala condition new 4

lane bridgeproposed for NHand 2 laneservice lane onleft

26 11 B Ganda Nala 13.200 2X6.40 12.80 7.8 new 4 lane bridgeproposed for NHand 2 laneservice lane onleft

27 IV C Canal 115 21.3 21.3 7.5+0 Additional Bridge________ ___________ ________ ~~~~~~~~~~~~Proposed

28 IV C Canal 133 22 22 7.5+0 Reconstructionproposed

29 V B Hariya 243 6.20+6.20 12.40 New 2 lanebridge proposedwith RCT beam,slab openfoundation

30 V B Chenari 247 6.20+6.20+6.20 18.6 4 lane bridge withRCT beam, slabopen foundation

31 V B Chordaha 250 10.282+10.317+10.34+10.356+10.526 51.821 T beam slab, RCbox2 lane brdgeproposed,footpathsprovided

32 V B Dhanua 252 11.0+10.7+10.5+10.5 42.7 T beam slab, 2spans openfoundation, 2 lanebridge proposed

l _________ - with footpaths33 V B Barhi 282 2+2 lane bridge

Overpass proposed withlighting

l B l________ arrangement34 V B Barsot 293 7.2+7.1 14.3 T beam slab,

open foundation,2 lane bridge

l___________ ___________ l_________________________________________ proposed35 V B - Khurbra 298 5.5+5.5 1 11.0 T beam slab, well

i [ l foundation, 2 lane____ l__________ _______________________________________ bridge proposed

36 V B Baradbohi 307 9.0+9.0+9.0 27 0 PSC Girder welll a I 1 l l l foundation, 2 lane

l l l l l l bridge proposedwith foundations

37 V B Patalsur 310 9+9.5+9.7+9.7+9.5 37.7 1 RCT beam PSC| ________________________________ .__l_l__l__ Girder, pile open

Lea Associates23


foundation, 2 lane______ ~~bridge proposed

38 V B Surajkund 312 7.8 7.8

39 V B Gorhar 318 3X18.9 56-7 Voided Slabcontinuous andskew, pilefoundation, 2 lanebridge proposed

4I a Associates24


Annexure 2: Grade separated Intersections

Si Name Chainage No of CNV Span arrangements Length Type of RemarksNo Lanes Width/Width (m) Foundation

of Median1 Rambagh 0+975.0 6 11,0/1.2 6X2Z20+1X42.2+6X22. 307.300 Piles RCC piers on piles

Flyover 20 foundation, 6 lane_______ ____________ ~~~~~~~~~proposed

2 Tundla 22+138.0 6 11.0/1.2 8X22.2+1X42.2+8X22.2 396.100 Piles RCC piers on pileFlyover 7X22.2+1X32.2+29X21. foundation, 6 lane

89+1X32.20 proposed3 Combined 39+780 4 8.7510.9 7X22.20 1008.700 Piles RCC piers on pile

Flyover and foundation, 4 lane40+447.8 proposed

04 Overpass 41+920.0 4 8.7/0.9 2X6 961.0 Open RCC piers on pile

Jatav foundation, overpassPulia proposed

5 11 B ROB 19.100 1X20.0 20.0 7.6 Proposed to have 8_________ __________ lanes ROB

6 11 B ROB 6.100 2X31.8+1X21. 84.9 7.6 Sound condition, 43 lane bridge proposed

with 2 lane serviceroads on left

7 IV C ROB 143 2X15 30 24 Pre fabricatedGirders, In Situ CastDecks Slab and Open

foundation8 IV C ROB 143 2X15 30 24 Pre fabricated

Girders, In Situ CastDecks Slab and Open

!________________________________ foundation

Lea Associates25 ==L

grand trunk road improvement project - world bank · 2016. 7. 14. · grand trunk road improvement...

Documents