NH-12014/1165/2016/PB/NH-I/Zone-11 Government of India ...

NH-12014/1165/2016/PB/NH-I/Zone-11

Government of India

Ministry of Road Transport & HighwaysTransport Bhawan, 1, Parliament Street, New Delhi-11 0001

Date: .03.2018

The Secretary

Government of Punjab,

Public Works Department.

Sub:- Rehabilitation and up-gradation to 2 lane with paved shoulder Moga (Design

Ch 0+000) to Makhu (Design Ch 33+611) & Harike (Design Ch 44+680) to

Khalra (Design Ch 86+ 236) including construction of two ROBs (Project Length

=75.167 km) of NH - 703B in the State of Punjab on EPCmode.

[Job No. NH-703B-PB-2017-18-4871

Ref.:- Letter no. 64921NH dated 01.12.2017 received from CE(NH),State PWO,Punjab.

Sir,

I am directed to convey the technical, financial sanction and administrative approval of

the President of India to the estimate for the work mentioned in the subject heading as per the

following details subject to the condition stipulated in the attached technical note:

1. Amount as indicated in the estimate

sent by the State Govt. of Andhra Pradesh Rs. 342.06 Crore

2. Amount as modified in the Ministry Rs. 293.64 Crore

3. Amount of technical approval

(Inclusive of agencycharges@ 3%) Rs. 293.64 Crore

4. Amount of financial sanction

(Inclusive of agencycharges @ 3%)

Rs. 293.64 Crore

(Rupees Two Hundred Ninety Three Crore and Sixty Four Lakh Only)

2. This sanction is further subject to the following conditions:

(i) The work shall be executed by inviting the tender on EPCmode.

(ii) The work should be completed as targeted and indicated in the enclosed technical note.

(iii) In accordance with the order contained in this Ministry's Circular letter No. RW/NH-

11026/2199-US (0-1) dated 29.10.2001 issued in supersession of earlier Circular No.

RW/NH-11026/2199-US(0-1) dated 13-1-2000, if the cost of tender exceeds 5%of the

sanctioned estimated cost, the revised estimate be got sanctioned from the Ministry.

Further, the tenders for the work shall be invited by adopting e-procurement / e-

tendering procedure as per Ministry's Circular No. RWINH-24035/4/200B-P 8:M/PIC

dated 21.05_2011, in addition to guidelines issued by this Ministry vide Circular letter

No_ 11024/3/99-US (0-1) dated 09_03_2000, No_ RW/NH-24035/4/200B-P8:M dated

21.05_2010 and No_ NH-12037/67/2010/LWE dated 02_0B_2010_ The work shall be

awarded as per guidelines issued by the Ministry vide Letter No_ NH-15015/29/2001-PL

dated 05_07_2001.

(iv) On completion of 50%work if the appraisal of the project shows that it will necessitate

revision of the estimate based upon the physical completion of the project vis-a-vis

financial expenditure immediate action should be taken to submit the revised estimate

so as to ensure that the sanction revised estimate is available before necessity for

incurring expenditure beyond permissible limits arises and;

(v) The expenditure during the current financial year on this work as also on other

sanctioned work should not exceed the allotment placed at the disposal of the State

Government during the year.

(vi) The approval of the instant projects is subject to the condition that the works are

awarded by 31.03.2018 failing which no agency charge shall be paid to the State

Govt.

3. The expenditure on the work is debitable to NH (0) Plan Head 5054, Roads 8: Bridges,

01-National Highways (Sub Major Head), 01.337 Roads Works (Minor Head), 01-Maintenance by

RoadsWing, 01.00.27 Minor Works for which the corresponding Demand for the current financial

year 2017-201B is "B1" Ministry of RoadTransport and Highways.

4. Quarterly progress reports in the stipulated proforma may be sent to this Ministry as is

being done for all sanctioned works.

5. The technical approval and financial sanction may lapse after six months from the date

of its issue in case the work is not awarded within that period.

6. The following physical and financial target shall be strictly adhered subject to

availability of fund:

Financial Year Physical Cumulative Progress (Rs crore)

Construction LA and Maintenance Total

including other pre-centages construction

2017-2018 Preliminary 5.00 10.00 0.00 15.00

2018·2019 70% 187.24 16.71 0.00 203.95

2019·2020 100% 267.49 16.71 0.94 285.14

2020·2021 100% 267.49 16.71 2.83 287.03

2021·2022 100% 267.49 16.71 4.72 288.92

2022·2023 100% 267.49 16.71 9.44 293.64

7. The Regional Officer, Chandigarh will be the Drawing and Disbursing Officer.

8. This sanction issues with the concurrence of the Finance Division vide their U.O No.

2616/TF-11 dated 07.02.2018.

Encl: As above

(Vijay Kumar Patnayak)

Under Secretary to the Government of India

Copy with a copy of technical note forwarded to: -

1. The Accountant General, Punjab Government, Chandigarh.

2. The Pay Et Accounts Officer, Department of R.T. EtH, IDA Building, Jamnagar House,

New Delhi.

3. R.O., Chandigarh: it is requested that you will be the DDO in respect of this sanction.

4. Regional Pay Et Accounts Officer, Ministry of Road Transport and Highways, 6th Floor,

Kendriya Sadan,Sector -9A, Chandigarh.

5. The Principal Director of Audit, EconomicsEtServicesMinistries, A.G.C.R. Building, New

Delhi.

6. The Chief Engineer (REtB),NH, State PWD,Civil Secretariat, Sector-9, Chandigarh

Encl: As above.

(Vijay K~~tIaJ»)~Under Secretary to the Government of India

Copy with enclosures also forwarded to: -

CE(Zone-II) / SE(Zone-II)/ AEE(Zone-II) / SE(Mon.)/ W.A. Section/ FW(TF-II) / Guard file.

Encl: As above.

(GhanshyamMeena)

Section Officer (Zone-II)

••

No. RWINH-12014/1165/2016/PB/NH-1/Zone-1iGovernment of India

Ministry of Road Transport & HighwaysTransport Bhawan, 1, Parliament Street, New Delhi-110001

Date:t-.03.2018TECHNICAL NOTE

1. Name of work Rehabilrtation and up-gradation to 2 lane with paved shoulder Moga (Design Ch 0+000) to

Makhu (Design Ch 33+611) & Harike (Design Ch 44+680) to Khalra (Design Ch 86+236)

including construction of two ROBs (Project Length =75.167 km) of NH - 703B in the State

of Punjab on EPC mode

2. State/Division PunjablFerozepur

3. NH No. NH-703B

4. Estimated cost As proposed by the State PWD As agreed in the Ministry

including 3% (Rs. in cr.) (Rs. in cr.)

agency charges342.06 293.64

5. Length (in km) 75.167 75.167

6. Cost perkm 4.55 3.91

(Rs. in cr.)

7. Reference Letter no. 6492/NH dated 01.12.2017 from CE (NH), State PWD Punjab-

COMMENTS

1. Scope of the project:

1.1 The scopeof the instant project is Rehabilitation and up-gradation to 2 lane with

paved shoulder Moga (Design Ch 0+000) to Makhu (Design Ch 33+611) ft Harike

(Design Ch 44+680) to Khalra (Design Ch 86+236) including construction of two

ROBs(Project Length =75.167 km) of NH-703Bin the State of Punjab on EPCmode

is envisagedasunder:

1.2 TheSchemeof the improvementis asfollow:

Sr. No. Scheme of widening Length (in km) Cross sections

i) Concentric Widening and strengthening of existing 2-lane road60092 TCS-I

to 2L+PS

ii) Concentric Widening and strengthening of existing road with9.700 TCS-II

Built-up area to 2L+PS with 1.3 m wide footpath cum drain

iii) Concentric Widening to four Lane Divided Canriageway with

Paver Block & Footpath cum drain in heavy built-up area2.800 TCS-III

iv) Realignment (km 65.600 to km 65.950) 2L + PS 0.350 TCS-IV

v) ROB (2nos.ROBs with overall width of 16.0 m and 11.02.225 TCS-V

carriageway including its approaches)

Total 75.167

Page I of 11

••

TCS I : Typical cross section-I refers to the carriageway configuration for

Widening and strengthening of existing road to two lane plus paved shoulder

(2L+PS)having carriageway width of 7.0 m and overall width of 14.0 m i.e. (2*1.5

m paved shoulder on both side + 2*2.0 m earthen shoulder).

TCS-II: Typical cross section-II refers to the configuration for Widening and

strengthening of existing road with BUilt-up area to 2L+PSalong with 1.3 m wide

footpath cum drain in having carriageway width of 10.0 m and overall width of

21.6 m i.e. (10 m carriageway width + 2*1.3 m footpath cum drain + 2*2.5 m

paver block+ 2*2.0m utility corridor).

TCS-III: Typical cross section-III refers to the configuration for Widening to four

Lane Divided Carriageway with Paver Block 8: Footpath cum drain in heavy built-

up area in having carriageway width of 7.0 m on both side and overall width of

2S.0-30.0m (available ROW) i.e. (2*7.0 m carriageway width + 2*1.5 m footpath

cum drain + 2*1.5 m paved shoulder +2*1.75 m paver block+ 2*2.0m utility

corridor+ earthen shoulders on both side as per available ROW).

TCS-IV: Typical cross section-IV refers to the carriageway configuration of two

lane plus paved shoulder of 350 m realignment portion having carriageway width

of 7.0 m and overall width of 14.0 m i.e. (2*1.5 m paved shoulder on both side +

2*2.0 m earthen shoulder on both side of carriageway width)(at realignment

portion).

TCS-V: Typical cross section-V refers to the ROB approaches for carriageway

configuration for two lane plus paved shoulder having carriageway width of 11.0

m and overall width of 12.0 m i.e. (2*0.5 m crash barrier on both side of

carriageway width).

1.3 Realignment/Bypass: Realignment (350 m) to improve the geometrics of existing

road to achieve minimum design speed of SOKm/Hr within available ROWhas

been proposed between km 65.600 to km 65.950 in Kaccha Pakka Village. There

is no bypass is proposed in the projects.

1.4 Bridges/ Culverts:

1.4.1 Major Bridge: An existing major bridge ( 5*17 m;S5 m) at km 55+200 is

proposed to be reconstructed having carriageway configuration of 11.0 m and

overall width of 16.0 m as per IRC:SP:73-2015as per following details:

Sr.Bridge Location Span Arrangement Super-structure Waterway

No.

1 55+200 3x30.0 PSC T-beam Girder85

Page2 of II

'.1A.2 Minor Bridge: There are total 10 nos. of existing Minor Bridges in the project

stretch and all are proposed to be reconstructed in accordance to Clause No.

7.3 of IRC: SP: 73-2015 (i.e. carriageway width of 11.0 m ft overall width of

16.0 m). The details of reconstructed proposal are given below:

Sr. BridgeLocation ProposedSpanArrangement Waterway

No. (Minimum)

1 12+001 1x10.0 8.0m

2 25+960 2x15.0 24.0m

3 54+320 1x15.0 12.0m

4 64+550 1x15.0 15.0m

5 71+100 1x28.0 25.0m

6 71+150 2x25.0 45.0m

7 73+400 1X25.0 23.0m

8 81+200 1X25.0 23.0m

9 81+250 1x30.0 28.0m

10 84+200 1X25.00 23.0m

1.4.3 Culvert: There are total 51 nos of existing culverts up to road width in the

project stretch out of which only 12 culverts are to be retained with provision

of widening and minor repair. Remaining 39 nos. culverts are in poor ft distress

condition which are proposed to be reconstructed as per following details. The

location and type of these culverts have been included in the schedule B.

Sr. Typeofculvert ExistingNo. Tobe Tobe widenedwithminor

No reconstructed repairing

1 HumePipe 20 20 0

2 BoX/slabCulvert 31 19 12

Total 51 39 12..l.4.4AddltlOnal PIpe culverts: At four major junctions except major junction at Km

44+680 have also been proposed and allowed in the scope of the estimate.

1.4.5 Junctions Improvement: The State PWD has proposed the provision for

improvement of five (05) major and 138 nos. of minor junctions at grade

junction in the cost estimate. Besides, 24 nos. of Bus lay bays along with bus

shelters and 4 nos. of truck lay bays have also been allowed in the scope of the

estimate.

1.4.6 Drains and Protective works: Provision of concrete lined drain cum footpath

for 28.980 Km (details mentioned in schedule B) in built portion of NH and

unlined drain for remaining portion of the road on both side of carriageway has

also been proposed and allowed in the estimate. Besides, w-metal beam crash

barrier for a length of 1100 m for road embankment having height more than 3

m and turfing sods for lesser height is allowed in the cost estimate. Besides,PageJ of II

••

150 nos. of water harvesting structures are also proposed by the State PWDand

allowed in the scope of the estimate.

1.4.7 Toll Plaza: The total design length of the instant project is 75.167 km. State

PWDhas proposed two nos. of 6 lane staggered (3+3) Toll Plaza on this stretch

of NH-703B are at Km 25+375 and km 57+800 which is allowed for estimate

purpose. The distance between these two toll plaza is 32.425 Km which is less

than the general guidelines of 60 Km. Therefore, State PWD is requested to

explore the alternative location of Toll Plaza in conformity to clause 8 of

Gazette of India no. GSR838 dated 05. 12.2008.

1.4.8 Slip/Service road: There are two ROBsproposed at km 32.240 &. Km 59.07 of

36 m span each. Aggregate length of 3980 m long and 5.5m wide Service road

(1832 m between Km 31+800 to Km 32+740, and 2148 m between 58+540 to

59+500) has been proposed at these locations as per manual. No service road

has been proposed in built area.

1.4.9 Diversion Road: Seven (7.0m) wide diversion road in a length of 1100m (100 m

*11 nos. of bridges) hasalso been proposed in the estimate.

1.4.10 Besides, Cantilever overhead signages (10), Full width overhead sign (4) Street

light (624 nos. as per schedule C) at bus lay byes, truck lay byes and built up

area); Bus Bay-byes (24 nos.); Truck lay-byes( 04 nos.); High Mast Light(14);

LED traffic Beacons(44); Rain Water harvesting structures (every 500 m along

the drain), pedestrian guard rail; inter locking paver block etc. have also been

allowed as per details mentioned in the schedule B.

2. Geometric Design and General Features: Geometric design and general features

of the Project Highway shall be in accordance with the section 2 of Manual

(IRC:SP73-2015). The design speed shall be 100 kmph and 80 kmph for ruling

design and minimum design speed respectively for plain terrain.

3. Horizontal curves: There are 71 horizontal curves in the existing alignment out

of which 68 meets the desirable design speed of 100kmph as per IRC:SP: 73-2015

and remaining 03 nos horizontal curve where design speed was coming 60 kmph

are proposed to be improved within available ROWto achieve minimum design

speed of 80 Kmph.

4. Land acquisition and afforestation: It is reported by the State PWD that land

acquisition of 0.85 Ha (2.10 acre) area needs to be done at Toll Plaza location at

Page40fll

••

Ch 25+375 near Village Karahewala and proposed Toll Plaza at Ch57+800 near

Village Baghupur. However, 74.507 km project length (99.12% length) is

encumbrance free. Besides, no wild life and environment clearance is required.

Provision of Rs. 62.96 lakh for LA as per market rate of recent nearby LA award

by CALAhas been proposed by Sate PWDand allowed. Further, the provision of

Rs 182.33 lakh for Tree cutting/Avenues Plantation (for tree cutting involved-

2645 nos), Rs. 192.90 for forest diversion and Rs. 120.91 lakh made for

compensatory afforestation have been proposed by the State PWD which has

been allowed for estimate purpose. However,Sub-estimatefor the forest diversion

shall be approvedby Regionalofficer, Chandigarh.

It is also emphasized that State PWDshall ensure that encumbrance free land

is made available to the contractor at the time of award. Any increase in cost on

account of delays in handing over the land and other pre-construction obligations on

the part of state PWDshall be borne by the State Government, recoverable from

agency charges. Further, it is also emphasized that State PWDshall sort out the

issues relating to forest clearance with the concerned Department of State Govt.

well before start of project in conformity with the applicable rules and regulations.

5. Utility Shifting: Provision of Rs. 711.95 lakh (as per following details) for shifting

of utility service (electric pole, Shifting of Transformer, Shifting of street lights,

Shifting of BSNLcables / OFC,Shifting of Water supply pipe, shifting of Sewerage

pipeline etc) has been proposed. Same has been allowed as proposed. BaR

Department, Punjab shall take necessary action to ensure shifting of the utilities

well in advance so that the progress of the work is not affected.

Description Total

ShiftingofElectricpole Rs.344.85lakh

ShiftingofTransformer Rs.77.55lakh

Shiftingofstreetlights Rs40.691akh

ShiftingofBSNLcablesI OFC Rs68.00lakh

ShiftingofWatersupplypipeline Rs150.44lakh

ShiftingofSewerpipeline Rs30.42lakh

Total Rs.711.951akh

5.1.1 The amount proposed in the estimates for utility shifting (US) for the above

mentioned projects had been allowed for estimate purposes. However, the scopeof

•utility shifting works shall be restricted as per original specifications and under no

circumstances shall augmentationl up-gradation of utilities be allowed at MoRTH

cost. This is in line with stipulations of Ministry's guidelines issued vide letter no.

No. NH-18011/112012-P&M(Pt.II), dated, 11th March, 2016 which, inter-alia,

stipulates that "shifting proposals do not involve augmentation of utility

infrastructure". This shall be ensured by State PWDIROat the time of approval of

US estimates. However, in case the concerned utility is agreeable to bear the

incremental cost, the same may be considered. Further, the materials salvaged from

dismantling of the existing utility services shall be disposed off through open auction

and the proceeds shall become a part of the project funding. Further, Secretary

(RT&H)also noted that the State PWDshall ensure that utility services are shifted to

the edge of ROWand no further cost towards shifting shall be paid in future if they

are required to be shifted on account of further road widening.

6. Pavement Design: Pavement design has been carried out as per IRC:37·2012 for

15 MSAtraffic and 8%CBRvalue. Accordingly, 40 mm BC, 60 mm DBM,250 mm

WMMand 230 mm GSBhas been allowed in the cost estimate. It may be noted

that credit of existing 5.5 m carriageway width has been taken in the quantity

calculation of crust composition. An overlay of 40 mm BCand 60 mm DBMonly

has been considered over entire carriageway width of 10m. GSBand WMMis only

considered in widening portion and not for existing carriage way width of 5.5 m.

7. Design specifications including deviations, if any: All material, design and

construction operations for the project are proposed conforming to IRC:SP: 73-

2015. To carry out improvement of geometrics within existing land availability in

some urban location and to avoid impact on settlement, cross sections are

proposed to be customized as against recommended in manual applicable for the

project alignment.

Sr. As per manual/Clause Variation Proposed in Brief Remarks

No.

1 As per clause 2.16.1 Fig.2.5 of Typical cross section for built-up Improvement in built-up area

IRCSP 73-2015, typical cross section (i) two lane highway as per has been deviated from the

section 4-lane divided carriageway (TCS-II) and standard due to inadequale

for built up area ROW.

Page6 of II

••

2 Asperclause3.2of2-laningmanual, Specific Junctions are to be Improvementof junctions(Km

at grade intersectionare to be developedwithintheavailableROW 10.480,Km33.611,Km44.680,

developedasperfigureno3.1to 3.7 matchingwith grade of adjoining Km 59.720,Km 74.600) has

of IRC SP: 73:2015for the design roads as per enclosed drawing been deviated from the

speedshallbeminimum80kmthfor (Annexure-) standard due 10 inadequate

plainterrain. ROW.

Theheightof Embankmentshallbemeasuredwith On new roads, the aim As per (ERRATANO.

respect to finished road levels. The following should be to constructthe 1: IRC: 37-

principlesshall be kept in viewwhile fixing road pavementas far abovethe 20121DECEMBER

level. water table as economically 2012)

practicable.The difference

i)Nosectionof roadisovertopped.Topofsubgrade between the bottom of

shall be at leastO.5mabovethe generalground subgrade level and the

level. level of water table thigh

flood level (i) for non-flood

ii) Thebottomof subgradeshallbe 1.0mabovethe zones should not be less

High FloodLevel (HFL)tlevelof water table. The than O.Sm (ii) for flood

HFL shouldbe decidedby intelligentinspections, zonesshould not lessthan

localobservations.enquiriesandstudyingthe past 1.Omand (iii) For water

records.Thisshallbe relevantto situationswhere logged zones should not

roadalignmentissitedwithinthefloodplainor inthe be less than 1.5m.

vicinityof waterbodiesorwherepondingofwateris (ERRATANO.1: IRC: 37-

encounteredand cannotbe efficientlydrained.if 20121DECEMBER2012)

raisingof any section(s)of the existingroad is

required.thesameshallbespecfed inSchedule'B'

of theConcessionAgreement

8. Cost estimates & rates: The estimate is based on the Ministry's Standard Data Book

and common S.O.R 2010 of Punjab along with latest premium of year 2013, cement &

Steel rates of CSR2017, query rates of year 2017 which are applicable for year 2018-18

also.

9. Miscellaneous: Retro-reflectorized cautionary, mandatory and informatory sign

as per IRC:67-2012, hot applied thermoplastic compound 2.5 mm thick centre

line and edge line marking as per IRC:35-2015, Painting two coats after filling the

surface with synthetic enamel paint in all shades on new plastered concrete

surfaces in accordance with Ministry's technical specifications clause No.803

shall be provided to serve the appropriate structural and functional need of road

and structures.

10. Modifications:

10_1 Maintenance charges have been modified from 7.5% to 5%.

Page7 of II

•10.2 Construction period has been retained as 18 months as proposed and escalation

charges have been allowed total @ 5%.Contingencies @ 2.8%, Agency charges @

3%,and Maintenance charges @ 5.0 %for four years [0.5% for 1st year & 1%,1.5%

& 2%for 2nd, 3rd and 4th year respectively has been considered in the estimate

as per Ministry's circulars dated 14.08.2013,15.01.2014 & 11.09.2015. Further,

out of 2.8% contingency provision, 0.05%of the total estimated cost of the civil

work shall be used for skill development of workmen in the Highway sector as

per conditions stipulated in Ministry's circular no. RW/NH·12037/17/2016·EAP

dated 18th October, 2016 and balance 2.75% of contingency provision shall be

available for main work.

10.3 Rate of H.T strands in PSCgirder in viaducts has been taken as Rs. 1, 08,000 per

MT which appears to be on much higher side and has been reduced to Rs. 80,000

per MT. Further, Rate of paver block has been taken as Rs. 920 per sqm which

also appears to be on higher side and has been reduced to Rs. 650 per sqm in line

of Mudki Rampura Project.

10.4 It was observed that slab culverts quantities were highly overestimated and per

square meter slab culvert quantities was coming as Rs 1, 00,000 per sqm.

Accordingly, Slab culvert estimates has been reviewed and modified in detail as

per IRCstandard and cost is reduced to Rs48,000 per sqm.

10.5 Footpath cum drain was taken M-25 grade of concrete which has been modified

to M-20 grade of concrete in consideration to IRCcodal provisions and reduced

from Rs6500 per meter to Rs5450 per meter.

10.6 There were grossarithmetical errors in the steel quantity calculation for ROBand

viaduct portion. All noticed arithmetic errors have been rectified.

10.7 Lump-sum provision of Rs 1,50,000 per rain water harvesting arrangement is also

reviewed and reduced from Rs 1,50,000 to Rs 1,00,000 per nos. Besides, Lump-

sum provision cost of cantilever gantry signs is reviewed and reduced from Rs

2,58,528 to Rs 1,50,000 per nos whereas cost of full width gantry sign reduced

from Rs4,00,000to Rs3,00,000 per nos.

10.8 Further, BC layer should be provided strictly in accordance with IRC:111-2009

after carrying proper job mix design (section 4). Construction operations (section

5), and quality controls (section 6) in conjunction with Ministry's specifications

for Roadand Bridge works (5th revision) need to be strictly adhered.

Page8 of II

••

10.9 Provisions of road marking, traffic sign boards, roadside furniture, road safety

works, crash barrier, delineators, boundary/ hectometer/kilometer, pedestrian

facilities, etc. have been proposed in the scope of work.

10.10 The work shall be executed as per provisions in Model Engineering Procurement

and Construction (EPC)document for Construction of Two lane National Highway

works, communicated by Ministry vide letter No. RW/NH·37010/4/2010/PIC

dated 17.01.2017 and subsequent amendments made thereon till appointed date

of the contractor.

10.11 RFP is proposed to be invited from fresh bidders in single stage two cover

systems by prescribing necessary eligibility (qualifying) criteria of the bidders as

per Ministry's standard RFPdocument & Ministry's extant guidelines. The work

will be executed by State PWD,Punjab.

10.12 Construction period for this work has been proposed as 18 months including the

rainy period. Defects liability period and maintenance period has been

considered as 4 years as specified in the Model EPCDocument approved by the

Ministry.

10.13 Detailed Technical noted along with schedule B will be sent to State PWD.

Remaining EPCschedules need to be approved from Regional officer, Chandigarh

before award of work.

10.14The details of the costestimate are asgiven below:·

Sr. Item Description Cost Proposed by Cost modified in Ministry

No. State PWD (Rs.) (Rs.)

1 Civil cost of th e work 2,58,99,12,353.76 2,34,41,51,698

2 Contingencies @ 2.8% of (A) above 7,25,17,545.91 6,56,36,248

3 Sub Total (8) 2,66,24,29,899.66 2,40,97,87,946

4 Supervision charges @ 3% of (B) above 7,98,72,896.99 7,22,93,638

5 Agency charges @ 3% of (B) above 7,98,72,896.99 7,22,93,638

6 Quality Control @ 0.25% of (B) above 66,56,074.75 .

7 Road Safety @ 0.25% of (B) above 66,56,074.75 .

8 Escalation @ 5 % for 18 months 19,42,43,426.53 12,04,89,397

9 (i) Maintenance Charges for road works 19,42,43,426.53 8,21,74,083

@ 5.0 of (E) below for Four Years

(ii) Maintenance Charges for bridges, . 1,22,61,726

culverts, toll plazas & ROBs @ 1.75% of

(3) below for Four Years

Page 9 of 11

••

Sr. ItemDescription CostProposedby Costmodifiedin Ministry

No. StatePWD(Rs.) (Rs.)

10 UtilitiesShifting 19.66,06,585.00 7,11,95,000

11 LandAcquisitionCostandR& Rcost 62,96,000

12 Forest(TreeCutting)& afforestation 4,96,13,700

includinglanddiversion

13 RailwayGateShifting 4,00,00,000

13 GrandSum(C) 3,42,05,81,281.21 2,93,64,05,128

14 Say(crore) 342.06 293.64

10.15 The work is to be executed by R&BDepartment, State PWD,Punjab.

10.16 The approval of the instant projects is subject to the condition that the works are

awarded by 31.03.2018 failing which no agency charge shall be paid to the State Govt

11. General observations:

11.1 The provision of contingencies should be utilized as per Ministry's circular letter no.

RW/G·20011 /8/98·WA(R) dated 16.08.2002 and subsequent circulars issued from time to

time as per the norms. The estimates for carrying out the activities under the provision of

contingencies including change in scope of work will be approved by Ministry on

assurance/certification by Authority's Engineer/ CE(NH), State PWD, Punjab that the

amount provided against contingencies is available and the same has not been indirectly

utilized by accepting higher tender rates. Authority's Engineer/ CE(NH), State PWD PWD

shall also certify that approval of estimates to be charged to contingencies will not cause

revision of the sanctioned estimate.

11.2 Collection of material on the roadside should be so planned that it should commensurate

with the physical progress of work and the collected material should not cause any

hindrance to the traffic. It must be ensured that the contractor arranges for separate land

for storage of road construction material and machinery and these shall not be allowed to

be stacked on roadside.

11.3 No work beyond the scope of the sanctioned estimate leading to increase in the scope of

the work or change in specification should be undertaken without obtaining prior written

approval of the Ministry. In case, the estimate needs revision due to change in

rates/tender rates for any reasons, the revised estimate shall be submitted immediately

for Ministry's approval. No expenditure beyond permissible In this connection, this

Ministry's letter No. RW/NHIIi/Coord/32184 dated 19.5.84 and NH·11026/2199·US (DI)

dated 29.10.2001 may be referred.

11.4 In order to ensure that there is no slippage in achieving the targets, the progress may be

closely monitored by CE(NH), State PWD, Punjab /RO, MoRT&H, Chandigarh and quarterly

status report furnished to the Ministry in the prescribed Performa.

PagelOofll

••

11.5 During the course of execution, the traffic may be regulated in accordance with

guidelines laid down vide Ministry's letter no. NHIlI·33 (126)/72 dated 20.03.1973 and

letter No.RW/NH-11060/1/1998-D.O.1 dated 07.10.1987. Smooth flow of the traffic may

be ensured by providing adequate traffic control devices in accordance with stipulation of

IRe: SP: 55:2001 "Guidelines on Safety in construction Zone".

11.6 It is observed that simultaneous working at large number of work fronts in long stretches

is causing severe inconvenience to traffic during construction. Therefore, it is suggested

that fronts may not be operated in more than 3 km length simultaneously, without

completing the bituminous surfacing in the stretches where excavation/granular layers are

carried out except structures. Suitable provisions in the contract shall be incorporated for

proper traffic management.

11.7 The display boards on development activities of the work shall be made as per guidelines

issued vide Ministry's letter no. RW/NH-33044/10/2002-SftR (R) dated 26th May, 2003. The

cost of the same will be met out of the provision of contingencies allowed in the estimate.

12. Targets: Following cumulative physical targets and financial phasing of expenditure

shall be adhered to subject to overall availability of funds:

FinancialYear Physical CumulativeProgress(Rscrore)

Construction LA andother Maintenance Total

including pre·

centages construction

2017-2018 Preliminary 5.00 10.00 000 15.00

2018-2019 70% 187.24 16.71 000 203.95

2019-2020 100% 267.49 16.71 0.94 285.14

2020-2021 100% 267.49 16.71 2.83 287.03

2021-2022 100% 267.49 16.71 4.72 288.92

2022-2023 100% 267.49 16.71 9.44 293.64

(Devender Kumar)

Asst. Executive Engineer (Zone-Il)

For Director General (RD) ft Special Secretary

Page 11of II

MoRT&H, NH Division, Punjab PWD (B&R) Schedules to Concession Agreement

Upgradation & Rehablitation of Moga (Lohara Chowk on NH 05) at Design Ch 0+000 (Existing Km 0+000) to Makhu (At Junction with NH 703A) at Design Ch 33+611 (Existing Km 33+622) (Design Length =33.611 Km including section with proposed ROB at LC 81-S/2-E near Makhu town including approaches & Viaduct) via Kot Ise Khanin and Harike (On NH-54 near Harike Town) at Design Ch 44+680, (Existing Km 44+680) to Khalra (Upto International Border) at Design Ch 86+236 (Existing Km 86+203) (Design Length =41.556 km including section with proposed ROB at LC B 53/ E2 near village Chusslewarh including approaches & Viaduct) via Bhikhiwind of NH-703B (Project Length = 75.167 km) in the state of Punjab on Engineering, Procurement & Construction (EPC) Basis Contract.

B-1

8SCHEDULE - B

(See Clause 2.1)

DEVELOPMENT OF THE PROJECT HIGHWAY

1. Development of the Project Highway

Development of the Project Highway shall include design and construction of the Project

Highway as described in this Schedule-B and in Schedule-C. The alignment plans of the

Project Highway are specified in Annex-III of Schedule A shall be deemed to be part

of this Schedule B. The proposed profile of the project highway as indicated in the

Annex- III of Schedule A shall be followed by the contractor with minimum FRL as

indicated in the alignment plan. Based on site/design requirement, the Contractor

may, however, improve/upgrade upon the alignment plans and profiles as indicated

in Annexure - III of Schedule A and raise the finished roadway level (FRL) with

approval from the Authority’s Engineer within the available Right of Way.

2. Rehabilitation and augmentation

Rehabilitation, up-gradation and augmentation shall include Two-Lane with Paved

Shoulder and widening/reconstruction/new construction of the Project Highway as

described in Annex-I of this Schedule-B and Schedule-C.

3. Specifications and Standards

The Project Highway shall be designed and constructed in conformity with the

Specifications and Standards specified in Annex-I of Schedule-D.



B-2

Annex - I

(Schedule-B)

DESCRIPTION OF PROJECT

1. The project road starts from Moga (Lohara Chowk on NH 05) at Design Ch 0+000

(Existing Km 0+000) to Makhu (At Junction with NH 703A) at Design Ch 33+611

(Existing Km 33+622) (Design Length =33.611 Km including section with proposed

ROB at LC 81-S/2-E near Makhu town including approaches & Viaduct) in the state of

Punjab. and Harike (On NH-54 near Harike Town) at Design Ch 44+680, (Existing Km

44+680) to Khalra (Upto International Border) at Design Ch 86+236 (Existing Km

86+203) (Design Length =41.556 km including section with proposed ROB at B 53/ E2

near village Chusslewarh including approaches & Viaduct. Total existing Length of

Project road is 75.145 km and Design Length of project is 75.167 km. In the instant

project, rehabilitation and up-gradation to 2 lane/ 4 Lane with paved shoulders of Moga

to Makhu from design km 0+000 to km 33+611 & Harike to Khalra from design km

44+680 to km 86+236 in the State of Punjab on EPC Mode including Minor Bridges,

Major Bridges, ROBs, Culverts, Junctions, Bus shelters, drains etc is envisaged.

1.1 The Project Highway shall follow the existing alignment unless otherwise specified by

the Authority and shown in the alignment plans specified in Annex III of Schedule-A.

Notwithstanding anything to the contrary contained in this Agreement or Manual, the

proposed profile of the project Highway as indicated in the Annex-III of Schedule A

shall be deemed to be part of this Schedule B and shall be followed by the Contractor

with minimum FRL as indicated in the alignment plan. Based on site/design

requirement, the Contractor may, however, improve/upgrade upon the alignment plans

and profiles as indicated in Annexure - III of Schedule A and raise the finished roadway

level (FRL) with approval from the Authority’s Engineer within the available Right of Way. Geometric deficiencies, if any, in the existing horizontal and vertical profiles

shall be corrected as per the prescribed standards for plain terrain to the extent land is

available.

1.1.1 Length of the Project

Project Road is the Moga-Makhu & Harike-Khalra Section of NH-703B from Design

Km 0.000 to 33.611 & Km 44.680 to Km 86.236 in the State of Punjab

Project Length: 75.167 Km

1.2 Width of Carriageway: The carriageway width to provide in the project road for

applicable TCS types as per following details:

1.2.1 Two Lane with paved shoulder: - The stretches involve widening with strengthening &

reconstruction / new construction of existing road to two lane plus paved shoulder. Overall



B-3

width of the road will be in accordance with the typical cross sections drawings in Schedule

–B with reference to design Manual (IRC:SP-73:2015). Details of typical cross section along

with section is mentioned below

TCS I : Typical cross section-I refers to the carriageway configuration for widening and

strengthening of existing road to two lane plus paved shoulder (2L+PS) having carriageway

width of 7.0 m and overall width of 14.0 m i.e. (2*1.5 m paved shoulder on both side + 2*2.0

m earthen shoulder).

TCS-II: Typical cross section-II refers to the configuration for Widening and strengthening

of existing road with Built-up area to 2L+PS along with 1.3 m wide footpath cum drain in

having carriageway width of 10.0 m and overall width of 28-30, m i.e. (10 m carriageway

width + 2*1.3 m footpath cum drain + 2*2.5 m paver block+ 2*2.0m utility corridor+ earthen

shoulders on both side as per available ROW)

TCS-IV: Typical cross section-IV refers to the carriageway configuration of two lane plus

paved shoulder of 350 m realignment portion having carriageway width of 7.0 m and overall

width of 14.0 m i.e. (2*1.5 m paved shoulder on both side + 2*2.0 m earthen shoulder on

both side of carriageway width).

TCS-V: Typical cross section-V refers to the ROB approaches for carriageway configuration

for two lane plus paved shoulder having carriageway width of 11.0 m and overall width of

12.0 m i.e. (2*0.5 m crash barrier on both side of carriageway width).

Sr. No

Design Chainage

(Km)

Length

(km)

Typical cross section

From To

(Ref. to Manual IRC

73-2015)

1. 0.00 1.550 1.550 TCS-I

2. 1.550 2.300 0.750 TCS - II

3. 2.300 9.000 6.700 TCS-I

4. 11.800 18.800 7.000 TCS-I

5. 18.800 19.400 0.600 TCS II

6. 19.400 26.600 7.200 TCS-I

7. 26.600 27.400 0.800 TCS-II

8. 27.400 31.725 4.325 TCS-I

9. 31.725 32.815 1.090 TCS-V

10. 32.815 33.611 0.796 TCS-I

11. 44.680 58.465 13.785 TCS-I

12. 58.465 59.600 1.135 TCS-V

13. 59.600 61.450 1.850 TCS-I

14. 61.450 62.250 0.800 TCS-II

15. 62.250 65.600 3.350 TCS-I

16. 65.600 65.950 0.350 TCS IV

17. 65.950 66.600 0.650 TCS-I



B-4

Sr. No

Design Chainage

(Km)

Length

(km)


From To

(Ref. to Manual IRC

73-2015)

18. 66.600 68.400 1.800 TCS II

19. 68.400 73.500 5.100 TCS-I

20. 73.500 76.800 3.300 TCS-II

21. 76.800 78.900 2.100 TCS-I

22. 78.900 79.400 0.500 TCS-II

23. 79.400 83.000 3.600 TCS-I

24. 83.000 84.150 1.15 TCS-II

25. 84.150 86.236 2.086 TCS-I

Total Length

72.367 Km

excluding section with proposed 4 lane

1.2.2 Four lane in built up area – Four Lane divided carriageway with paved shoulders

and paver block shall be constructed in built-up area in accordance with the typical cross

sections drawings in Schedule –B with reference to design Manual (IRC:SP-73:2015) and is

mentioned in the Table below. Widening and strengthening to four Lane divided

Carriageway with Paver Block & Footpath cum drain in built-up area with proposed

carriageway width of 7.0 m on both side and overall width of 30.0 m (available ROW) i.e.

(2*7.0 m carriageway width + 2*1.5 m paved shoulder +2*1.75 m paver block + 2*1.5 m

footpath cum drain +2.5 m median including shy + 2*2.0 m utility corridor).

S.

No

Chainage

Length


(Ref. to Manual IRC 73-

2015)

Built-up

stretch

(township) From To

1 9.00 11.800 2.800 TCS-III Kot-Ise-Khan

Total Length 2.800

1.2.3 Two lane with Service Road: -Nil

Sr. No.

Design Chainage Length (km)

Carriageway Width (m)

Typical cross section (Ref. to

Manual) From (Km) To (Km)

Nil

1.2.4 Toll Plaza Location:

Sr. No. Design Chainage

in Km. Figure (As per highway plan with

ref to IRC-SP-73-2015)

1 Ch 25+375 Near Karahewala Village

2 Ch 57+800 Near Village Bhagupur



B-5

1.2.5 Except as otherwise provided in this Agreement, the Linear dimension and width of the

paved Carriageway and cross-sectional features shall conform to paragraph 1.2 above &

Cross Sections given at Schedule D. Invert levels of the longitudinal drains shall be decided

as per adjoining draining area and properties.

1.2.6 Note for typical cross section

(1) Cross-section at Bridges / ROB approaches are to be followed matching to adjoining cross-

sections with suitable transition as per IRC- SP-73-2015 manual.

(2) Wherever there is change in carriageway width as per Schedule B, a suitable transition

shall be provided as per as per IRC- SP-73-2015 manual.

(3) For crossing of utilities at every 500m interval, utility ducts are provided and paver block

flooring shall be constructed for footpath with drain as per figure TCS-II & TCS-III of

cross section above of carriageway of built-up area in consultation with Authority

Engineer.

(4) Where bus bays & truck lay bays is proposed as per schedule C, transition shall be provided

as per as per IRC- SP-73-2015 manual.

(5) Design & specification of paved shoulders & granular material shall confirm to the

requirements specified in paragraph 5.10 & 5.11 of as per IRC- SP-73-2015 manual..

(6) The chainages given in above table are indicative and stretches may increase or decrease

depending upon profile designed by contractor as per IRC-SP-73-2015 manual, however,

this shall not be treated as change of scope.

(7) Rigid pavement shall be proposed at toll plaza section as per as per IRC- SP-73-2015

manual.

2. GEOMETRIC DESIGN AND GENERAL FEATURES

2.1 General

Geometric design and general features of the Project Highway shall be in accordance with

Section 2 of the Manual. (IRC:SP73-2015).

Deviation:

Sr. No.

As per manual/Clause Variation Proposed in Brief Remarks

1 As per clause 2.16.1 Fig.2.5 of IRC:SP:73-2015, typical cross section 4-lane divided carriageway for built up area

Typical cross section for built-up section (i) two lane highway as per (TCS-II) and

Improvement in built-up area has been deviated from the standard due to inadequate ROW.

2 As per clause 3.2 of 2-laning manual, at grade intersection are to be developed as per figure no 3.1 to 3.7 of IRC: SP: 73:2015 for the design speed shall be minimum 80 km/h for plain terrain.

Specific Junctions are to be developed within the available ROW matching with grade of adjoining roads as per enclosed drawing (Annexure-)

Improvement of junctions (Km 10.480, Km33.611, Km 44.680, Km 59.720, Km 74.600) has been deviated from the standard due to inadequate ROW.



B-6

Sr. No.

As per manual/Clause Variation Proposed in Brief Remarks

The height of Embankment shall be measured with

respect to finished road levels. The following

principles shall be kept in view while fixing road

level.

i) No section of road is overtopped. Top of sub

grade shall be at least 0.5m above the general

ground level.

ii) The bottom of subgrade shall be 1.0m above the High Flood Level (HFL)/level of water table. The HFL should be decided by intelligent inspections, local observations, enquiries and studying the past records. This shall be relevant to situations where road alignment is sited within the flood plain or in the vicinity of water bodies or where ponding of water is encountered and cannot be efficiently drained. if raising of any section(s) of the existing road is required, the same shall be specified in Schedule 'B' of the Concession Agreement.

On new roads, the aim should be to construct the pavement as far above the water table as economically practicable. The difference between the bottom of subgrade level and the level of water table /high flood level (i) for non-flood zones should not be less than 0.6m (ii) for flood zones should not less than 1.0m and (iii) For water logged zones should not be less than 1.5m. (ERRATA NO. 1: IRC: 37-2012/DECEMBER 2012)

As per (ERRATA NO. 1: IRC: 37-2012/DECEMBER 2012)

2.2 Design Speed

The design speed shall be 100 kmph and 80 kmph for ruling design and minimum design

speed respectively for plain terrain.

2.3 Improvement of the existing road geometrics

Improvement of the existing road geometrics shall be improved to the prescribed

standards to the extent possible within the given right of way or proposed right of way

and proper road signs and safety measures shall be provided for safe regulation of fast

moving, slow moving and pedestrian traffic:

Sr. No.

Design Chainage

(In Km) Re-Alignment

Length (km) Remarks

From To

1 65+600 65+950 0.350 Existing curve will be realigned to achieve

the minimum design speed of 80 kmph

Bypass: Nil

2.4 Right of Way

Details of the Right of Way are given in Annex II of Schedule A.



B-7

2.5 Type of shoulders

(a) In built-up sections, raised footpaths cum drains shall be provided in the following

stretches as per typical cross section given in schedule B

Note: The thickness of the Paver blocks shall be minimum 80mm with minimum M40 Grade of

Concrete.

(b) In open country as per table given below, paved shoulders of 1.5 m width shall be

constructed with crust thickness provided for main carriageway and balance 2.0m width

shall be covered with 150 mm thick compacted layer of granular material.

Sr.

No.

Design Chainages (Km)

Length

(Km)

Village/

Township

Fully paved

shoulders/footpaths

Reference to

Typical cross

section From To

1 1.550 2.300 0.750 Lohara 2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II

2 9.000 11.800 2.80 Kot Ise

Khan

1.75m Paver block

flooring and 1.50m

Footpaths cum drain

TCS-III

3 18.800 19.400 0.600 Village 2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II


flooring and 1.30m

Footpaths cum drain

TCS-II

5 61.450 62.250 0.800 Chuslewar

Village

2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II

6 66.600 68.400 1.800 Dayalpur 2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II

7 73.500 76.800 3.300 Bhikhi

wind

2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II


flooring and 1.30m

Footpaths cum drain

TCS-II

9 83.000 84.150 1.150 Khalra 2.50m Paver block

flooring and 1.30m

Footpaths cum drain

TCS-II

TOTAL LENGTH

12.50 Km



B-8

S.

No

Chainage

Length Reference to Typical cross

section From To

1 0.000 1.550 1.550 TCS-I

2 2.300 9.000 6.700 TCS-I

3 11.800 18.800 7.000 TCS-I

4 19.400 26.600 7.200 TCS-I

5 27.400 31.725 4.325 TCS-I

6 32.815 33.611 0.796 TCS-I

7 44.680 58.465 13.785 TCS-I

8 59.600 61.450 1.850 TCS-I

9 62.250 65.600 3.350 TCS-I

10 65.600 65.950 0.350 TCS IV

11 65.950 66.600 0.650 TCS-I

12 68.400 73.500 5.100 TCS-I

13 76.800 78.900 2.100 TCS-I

14 79.400 83.000 3.600 TCS-I

15 84.150 86.236 2.086 TCS-I

Total Length 60.442 Km

(c) In open country as per table given below for approaches to two lane ROB

S.

No

Chainage

Length (Km) Typical cross section (Ref. to

Manual IRC 73-2015) From To

1 31.725 32.815 1.090 TCS-V

2 58.465 59.600 1.135 TCS-V

Total Length 2.225 Km

(d) Design and specifications of paved shoulders and granular material shall conform

to the requirements specified in paragraphs 5.10 and 5.11 of the Manual. (IRC: SP

73-2015).

(e) The chainages given in above tables are indicative & stretches may increase or decrease

depending upon the profile designed by contractor as per IRC-SP-73-2015, however, this

shall not be treated as change of scope.

2.6 Lateral and vertical clearances at underpasses

2.6.1. Lateral and vertical clearances at underpasses and provision of guardrails/crash barriers

shall be as per paragraph 2.10 of the Manual (IRC: SP:73-2015).



B-9

2.6.2. Vehicular Underpasses shall be constructed at following locations:-

Note: Approach Gradient & RE walls: Approach and exit gradient of road crossing

through underpass shall be maintained. Service/Slip road shall be provided on all four sides as per availability of land.

2.7 Lateral and vertical clearances at overpasses :

2.7.1 Lateral and vertical clearances at overpasses shall be as per paragraph 2.11 of IRC :SP-

73 2015 manual

2.7.2 Overpass shall be constructed at following locations.

2.8 Service/Slip roads:- Service/Slip roads shall be constructed at the following locations and for minimum lengths in the project road is indicated below for typical cross sections as shown in Schedule B.

Sl

No.

Design Chainage

(Km) Width

(m) Side

Length Km

of Service Road From To

1 31.725 32.815 5.5 Both side 1.832

2 58.465 59.600 5.5 Both side 2.148

Total Length (Both Side) 3.980

2.9 Grade separated structures 2.9.1 Grade separated/viaduct structures shall be constructed as per paragraph 2.13 of the

Manual IRC: SP:73-2015. The requisite particulars are given below:

2.9.2 In the case of grade separated structures, the type of structure and the level of the Project

S.

No.

Design

Chainage

Location of

Intersecting

Roads

Proposed Span

arrangement

(m)

Vertical

Clearance

(m)

Total Width of

the Structure

(m)

Remark

1 Nil

S. No.

Design Chainage

Name of Intersecting

Roads

Proposed Span arrangement

(m)

Total Width of the Structure

(m) Remark

NIL

Sr.

No.

Location of

structure

(Design Ch.)

Length

(m)

Number

& length

of span

(m)

Approach

Gradient

& RE Walls

Remarks,

if any

NIL



B-10

Highway and the cross roads shall be as follows:

S. No.

Location

(Design

Chainage)

Location

(Design

Chainage)

Type of Structure

Length

Cross road at

Existing

level

Raised

Level

Lowered

Level

NIL

2.10 Light Vehicular, Cattle and pedestrian underpass /overpass :

Cattle and pedestrian underpass/ overpass shall be constructed as follows:

S. No. Location (Design Chainage) Type of Crossing

NIL

2.11 Typical cross-sections of the Project Highway

Typical cross sections along with different types of cross-section required to be

developed in different segments of the Project are indicated in Appendix B-I.

S. No

Chainage

Length


From To


2015)

1. 0.00 1.550 1.550 TCS-I

2. 1.550 2.300 0.750 TCS - II

3. 2.300 9.000 6.700 TCS-I

4. 9.000 11.800 2.800 TCS - III

5. 11.800 18.800 7.000 TCS-I

6. 18.800 19.400 0.600 TCS II

7. 19.400 26.600 7.200 TCS-I

8. 26.600 27.400 0.800 TCS-II

9. 27.400 31.725 4.325 TCS-I

10. 31.725 32.815 1.090 TCS-V

11. 32.815 33.611 0.796 TCS-I

12. 44.680 58.465 13.785 TCS-I

13. 58.465 59.600 1.135 TCS-V

14. 59.600 61.450 1.850 TCS-I

15. 61.450 62.250 0.800 TCS-II

16. 62.250 65.600 3.350 TCS-I

17. 65.600 65.950 0.350 TCS IV

18. 65.950 66.600 0.650 TCS-I

19. 66.600 68.400 1.800 TCS II

20. 68.400 73.500 5.100 TCS-I



B-11

S. No

Chainage

Length


From To


2015)

21. 73.500 76.800 3.300 TCS-II

22. 76.800 78.900 2.100 TCS-I

23. 78.900 79.400 0.500 TCS-II

24. 79.400 83.000 3.600 TCS-I

25. 83.00 84.150 1.150 TCS-II

26. 84.150 86.236 2.086 TCS-I

Total Length

75.167 Km

Note 1: The cross section schedule given in above table is indicative and stretches may

increase or decrease depending upon profile designed by contractor however, this

shall not be treated as change of scope.

Note 3: The chainages given in above table are indicative and stretches may increase or

decrease depending upon profile designed by contractor as IRC-SP-73-2015,

however, this shall not be treated as change of scope.

3. INTERSECTIONS AND GRADE SEPARATORS

All intersections and grade separators shall be as per Section 3 of the Manual (IRC:SP 73-

2015). Existing intersections which are deficient shall be improved to the prescribed

standards. For improvement of intersections and at grade junction standards and type plan

MoRT&H and IRC:SP:41-1994 shall be followed. Properly designed intersections shall

be provided at the locations and of the types and features given in the tables below:

3.1 At-grade intersections

1. Major Junction – 5 Nos

Sr.

No.

Location At

Grade Separated

Category of cross road

Design

Chainage Location NH SH MDR Others

1 10/480

SH-20 &

Jalalabad Road

- - SH - -

2 33/611 NH 703A - NH - -

3 44+680

To Amritsar - NH -

-

-

4 59+720

To Patti - - SH

-

-



B-12

5 74+600 To Amritsar - - SH

-

-

2. Minor Junction – 138 Nos.

Sr.

No.

Existing

Chainage

Proposed

Chainage Location Type

Type of Road

SH/MDR/VR/PMGSY

1. 400 410 lohra chock X VR

2. 440 430 lohra chock X VR

3. 1600 1610 lohra village Y VR

4. 1660 1665 lohra village T VR

5. 1700 1700 village Y VR

6. 1825 1830 Dhalleke Y VR

7. 1910 1910 lohra village Y VR

8. 1935 1935 lohra village y VR

9. 1990 1990 lohra village y VR

10. 2100 2105 lohra village X VR


12. 3435 3490 Varhe X VR


14. 4570 4560 Start Janer Village T VR

15. 4690 4690 Start Janer Village y VR

16. 4720 4720 Start Janer Village y VR

17. 5060 5060 Janer y VR

18. 5070 5070 Rajji Wala T VR

19. 5530 5520 End Janer Village T VR

20. 5540 5540 End Janer Village T VR

21. 6770 6770 Cheema X VR

22. 7390 7390 Gagra y VR

23. 8425 8425 Gagra y VR

24. 8690 8690 Gagra y VR

25. 8870 8870 Cheema y VR

26. 9240 9240

Start Kot Ise

Khan City y VR

27. 9450 9450 Kot Ise Khan City T VR

28. 9590 9590 Colony y VR

29. 9635 9635 Kot Ise Khan City y VR




33. 9830 9830 Green Avenue y VR

34. 10620 10620 Kot Ise Khan City T VR



B-13

Sr.

No.

Existing

Chainage

Proposed


Type of Road

SH/MDR/VR/PMGSY

35. 10720 10720 Palta Mohhlla T VR



38. 11100 11100 Masitan X VR

39. 11520 11520 Masitan T VR

40. 12140 12140 Nihal Garh Y VR

41. 12180 12180 Jaspur Y VR

42. 12780 12780 Jaspur Y VR

43. 14115 14115 Jaspur Y VR

44. 14400 14400 Gurudwara T VR

45. 14560 14560 Gurudwara T VR

46. 14645 14645 Gurudwara Y VR

47. 14710 14710 Mander y VR

48. 15375 15375 Mander y VR

49. 16860 16860 Mander X VR

50. 17320 17320 Mohora Y VR

51. 17340 117340 Mohora Y VR

52. 17660 17660 Mohora Y VR

53. 19015 19015 Boola Y VR

54. 19150 19150 Boola T VR

55. 19215 19215 BOGEWALA T VR

56. 19270 19270 BOGEWALA T VR

57. 19520 19520 House Y VR

58. 20140 20140 House Y VR

59. 20555 20555 Fatepur X VR

60. 20570 20570 Fatepur Y VR

61. 20580 20580 Fatepur Y VR

62. 21150 21150 Fategad X VR

63. 21875 21875 Maujewala X VR

64. 22330 22330 Maujewala T VR

65. 23425 23425 Maujewala T VR

66. 23440 23440 Zira Y VR

67. 24280 24280 Karahewala Y VR

68. 24460 24460 Karahewala Y VR

69. 24750 24750 Karahewala VR

70. 25130 25130 Vastewala Y VR



73. 25950 25950 Canal X VR

74. 26300 26300 Canal Y VR

75. 26310 26310 Canal Y VR



B-14

Sr.

No.

Existing

Chainage

Proposed


Type of Road

SH/MDR/VR/PMGSY

76. 26340 26340 Canal Y VR

77. 26960 26960 Canal X VR

78. 27035 27035 Canal T VR

79. 27500 27500 NALA T VR

80. 27975 27975 Canal T VR

81. 28600 28600 Canal Y VR

82. 29780 29780 Canal Y VR

83. 29790 29790 Canal Y VR

84. 29820 29820 Canal Y VR

85. 30800 30800 Canal Y VR

86. 31360 31360 Makhu X VR

87. 31360 31625 Canal X VR

88. 32220 32220 Canal X VR

89. 32940 32940 NALA X VR

90. 33280 33280 Old Makhu Y VR

91. 45+360 45+360 To Brick Bhatta Y VR

92. 45+760 45+760 To Village Y VR

93. 46+900 46+900 To Field Y VR

94. 46+980 46+980 To Kannu Y VR

95. 47+850 47+850 To Village X VR

96. 48+600 48+600 To Field Y VR

97. 48+965 48+965 To Jindabala T VR

98. 50+010 50+010 To Village Y VR

99. 50+080 50+080 To Sabhra X VR

100. 50+130 50+130 To Nabipur Y VR

101. 51+150 51+150 To Kirtowala Y VR

102. 51+330 51+330 To Nabipur X VR

103. 53+090 53+090 Local Road Y VR

104. 53+185 53+185 Local Road X VR

105. 54+220 54+220 To Sadipur Y VR

106. 54+800 54+800 To Sabara X PMGSY

107. 56+170 56+170 To Sungwan Y VR

108. 56+300 56+300 To Baghurpur Y VR

109. 57+740 57+740 To Baghurpur X VR

110. 57+230 57+230 To Baghurpur X VR

111. 58+950 58+950 To CeemaKalan Y VR

112. 60+300 60+300 To Patti X VR

113. 61+680 61+680 To Village T VR

114. 61+540 61+540 To Village T VR

115. 62+100 62+100 To Village X VR

116. 62+780 62+780 To Dhaliwal T VR



B-15

Sr.

No.

Existing

Chainage

Proposed


Type of Road

SH/MDR/VR/PMGSY

117. 63+350 63+350 To Manakpura Y VR

118. 64+880 64+880 To Manakpura Y VR

119. 65+200 65+200 To Mughal Y VR

120. 65+650 65+650 To Margindpura T VR

121. 68+100 68+100 To Dayalpura X VR

122. 68+600 68+600 To Dayalpura X VR

123. 72+220 72+220 TO Burchand Y VR

124. 70+330 70+330 To Sandhara Y VR

125. 72+170 72+170 To Farandipur X VR

126. 72+980 72+980 To Kalle X VR

127. 73+130 73+130 To Sandpura Y VR

128. 73+400 73+400 To Bhikki wind X PMGSY

129. 76+070 76+070 To Pahuwind Y PMGSY

130. 77+020 77+020 To Mari Megha Y PMGSY

131. 77+840 77+840 To Dhun T VR

132. 78+750 78+750 To MugalChowk Y VR

133. 78+880 78+880 To Sidhwan Y VR

134. 80+200 80+200 To Sidhwan Y VR

135. 83+340 83+340 To Amishah Y VR

136. 83+440 83+440 To Village X VR

137. 84+200 84+200 To Narli X VR

138. 84+900 84+900 To Village Y VR

Rumble Strips: - The cross road junctions as mentioned above shall be provided with

Rumble strips by thermoplastic paint at the approach of junctions as per IRC: 99-1988.

Note: - It is clarified that if any other deficient junctions with cross BT roads is identified

during development period in addition to those mentioned above shall be improved as per

standard set forth in Schedule ‘D’. The same shall be deemed to be covered on the scope

of work and shall not be considered Change of Scope.

For cross road drainage facility new HP culverts on cross roads shall be constructed as per

Clause 7.2.4 (c) of this Schedule and shall be as per Manual.

3.2 Grade separated intersection with/without ramps

Sr.

No.

Location

(Design Ch.)

Salient

features

Minimum length

of viaduct to be

provided

Road to be

carried under the

structures

NIL

4. ROAD EMBANKMENT AND CUT SECTION

4.1 Widening and improvement of the existing road embankment/cuttings and construction of



B-16

new road embankment / cuttings shall conform to the standards and specifications given in Section 4 of the Manual and the specified cross sectional details. Deficiencies in the plan and profile of the existing road shall be corrected. Notwithstanding anything to the contrary contained in this Agreement or Manual, the proposed profile of the project highway as indicated in the Annex-III of Schedule A shall be deemed to be part of this Schedule B and shall be followed by the contractor with minimum FRL as indicated in the alignment plan. Based on site. Design requirement, the Contractor may, however improve. Upgrade upon the alignment plans and profiles as indicated in Annexure – III of Schedule A and raise the finished roadway level (FRL) with approval from the Authority’s Engineer within the available Right of Way without any further cost implication to client.

4.2 Raising of the existing road

The existing road shall be raised as per the geometrics design requirements in accordance

with section 4.2 of the manual.

Sr.

No. Refernce Remark

1 As per plan and Profile

As per manual IRC:SP 73-2015 subject to

minimum level specified in Alignment plan

mentioned in Annex-III of Schedule ‘A’.

5. PAVEMENT DESIGN

5.1 Pavement design shall be carried out in accordance with Section 5 of the Manual

(IRC:SP 73-2015), IRC 37:2012, IRC 81:1997, IRC 58:2015, IRC relevant codes and international standards.

5.2 Type of pavement :-

a) Flexible Pavement – Flexible Pavement shall be constructed in entire length of 32.521 km from Moga Design Ch 0+000 (Existing Km 0+000) to Makhu at Design Ch 33+611 (Existing Km 33+622) and Harike Design Ch 44+680 (Existing Km 44+680) to Khalra ( Upto International Border) at Design Ch86+236 (Existing Km 86+203) excluding section of proposed toll plaza (2 Nos)

b) Rigid Pavement shall be constructed in full length of Toll Plaza as per IRC:SP 73-2015 manual

5.3 Design requirements

Design shall be carried out as per latest specifications and Manual/Standards.

5.3.1 Design Period and strategy



B-17

Flexible pavement shall be constructed for new pavements and widening of the existing

road. Flexible pavement shall be designed for a minimum design period of 15 (Fifteen)

years and minimum CBR of subgrade should be 8%. Stage construction shall not be

permitted. Flexible pavement shall be designed for design traffic of 15 MSA and minimum

CBR of subgrade should be 8%.

5.3.2 Design Traffic

Notwithstanding anything to the contrary contained in this Agreement or the Manual, the

Contractor shall design the pavement for design traffic of 15 MSA or as per the actual

traffic whichever is higher. However, minimum pavement composition as per following

details shall be adopted for entire project stretch.

a) Design traffic

Chainage CVD PCU As on

23.500 1253 6911 Aug-2016

65.600 905 6001 Aug-2016

b) Main Carriageway

S.

No.

Description Minimum Crust Composition of

Flexible Pavement

1 BC 40 mm

2 DBM 60 mm

3 WMM 250 mm

4 GSB 230mm

Total 580 mm

c) Flexible Pavement: Strengthening and Rehabilitation shall be provided after suitable

profile corrective course

S. No. Description Minimum

Overlay Composition

1 BC 40 mm

2 DBM 60 mm

Total 100 mm

d) Crust Below Paver Block: Paver Block flooring at Built-up portion shall be provided

on both sides. Minimum pavement composition should be adopted for paver block

flooring as below for Built-up portion in 2 lane/ 4 laning section.



B-18

S.

No.

Description Minimum Crust Composition below

paver block

1 Paver Block 80 mm

2 Sand filling 50 mm

3 WMM 250 mm

4 GSB 230 mm

Total 580mm

e) The crust composition for truck Lay bay shall be as per Main Carriageway Clause 5.3.2 (a) above.

f) The Crust composition for Minor roads, Bus bay & truck lay bays shall be as per section 5 of IRC SP 73-2015

5.4 Reconstruction of Stretches

Notwithstanding anything to the contrary contained in this Agreement or Manual, the

proposed profile of the project highway as indicated in the Annex-III of Schedule A shall

be deemed to be part of this Schedule B and shall be followed by the contractor with

minimum FRL as indicated in the alignment plan. Based on site/design requirement, the

Contractor may, however, improve./upgrade upon the alignment plans and profile as

indicated in Annexure- III of Schedule A and raise the finished roadway level (FRL) with

approval from the Authority’s Engineer within the available Right of Way.

6. ROADSIDE DRAINAGE

Drainage system including surface and subsurface drains for the Project Highway shall

be provided as per section 6 of IRC: SP-73-2015. Lined drains with removable covers

shall be constructed at least as given below on both side of built-up sections and in

conformity of Typical Cross Section Schedule. These drains shall be extended in a length

that the water is disposed to the disposal point or in case of non-availability of disposal

point; a well-designed recharge well system should be adopted.

Sr.

No.

Design Chainages (km)

Length

(Km)

Village/

Township

Minimum

Footpath cum

Drain Width

Typical cross

section (Ref.

to Manual) From To

1 1.550 2.300 0.750 Lohara 1.30m Footpath

cum Drain

TCS-II

2 9.000 11.800 2.800 Kot Ise Khan 1.50m Footpath

cum Drain

TCS-III

3 18.800 19.400 0.600 Village 1.30m Footpath

cum Drain

TCS-II



B-19


cum Drain

TCS-II

5 61.450 62.250 0.800 Chuslewar

Village

1.30m Footpath

cum Drain

TCS-II

6 66.600 68.400 1.800 Dayalpur 1.30m Footpath

cum Drain

TCS-II

7 73.500 76.800 3.300 Bhikhi wind 1.30m Footpath

cum Drain

TCS-II


cum Drain

TCS-II

9 83.000 84.150 1.150 Khalra 1.30m Footpath

cum Drain

TCS-II

10 31.800 32.740 0.916 Near Makhu 1.00m Footpath

cum Drain

TCS-V

11 58.540 59.500 1.074 Chusslewarh 1.00m Footpath

cum Drain

TCS-V

TOTAL LENGTH ( Both Side)

28.98 Km



B-20

The locations of Drains at roadway shall be as per cross section type given at Schedule B. In all built up areas RCC covered drains with Footpath shall be provided. Suitable crossing shall be provided at approaches to properties etc., invert levels of drains shall be decided on the basis of ground slopes of adjoining properties and open grounds Above length of the RCC lined drains is indicative and minimum specified. The actual length of the lined drains shall be determined by the Contractor in accordance with the requirements of Manual with approval from the Authority's Engineer. Any increase in the length specified in this Clause of Schedule B shall not constitute a Change of Scope, save and except any variations in the length arising out of a Change of Scope expressly undertaken in accordance with the provisions of Article 13. Unlined drain shall be proposed in the balance locations as per Manual requirements.

7 DESIGN OF STRUCTURES

7.1 General

7.1.1 All bridges, culverts and structures shall be designed and constructed in accordance with

section 7 of the Manual (IRC:SP 73-2015) and shall conform to the cross-sectional features and other details specified therein. All designs shall be in conforming with is IRC and International Codes. The deviation shown in Schedule – D shall be taken in to considerations.

7.1.2 New Minor bridge: Nil

Sr

.

No

.

Existing

Chainag

e (Km)

Design

Chainag

e (Km)

Details of Existing Structure Details of Proposed structure

Type of

Structure

Span

Arrang

ement

Width of

Structure

(m)

Span

Arrang-

ement

Proposed

Width

(m)

Type

of

Bridge

a Span arrangement of Major and Minor Bridge shall be designed by contractor on the basis

of detailed surveys & investigations subject to minimum specified in GAD as per para 7.3.2

of this schedule. Founding levels shall be decided after detailed Geo-Technical

investigation, Waterway, road top level, soffit etc. shall be decided on the basis of land

survey conforming to various codal provision as applicable

7.1.3 The following structures shall be provided with footpaths

Sr.

No. Location at Km Remarks

1 12+010 Minor Bridge



4 55+200 Major Bridge







B-21

Sr.

No. Location at Km Remarks




7.1.4 The following structures shall be designed to carry utility services specified in table

below:

Sr.

No. Bridge at Km Utility service to be carried Remark

1 12+010

OFC cables, electric Cable,

Gas Pipe lines, etc.

Minor Bridge



4 55+200 Major Bridge








All Major / Minor Bridges, Box Culvert, Flyovers, Vehicular/Pedestrians Structures

shall be designed to carry utility services like OFC Cables, Electricity Lines etc.

7.1.5 Cross-section of the new culverts and bridges at deck level for the Project Highway shall

conform to typical cross section applicable for the project alignment and as per section 7

of the Manual.

7.2 Culverts 7.2.1 Overall width of all culverts shall be equal to roadway width of the approaches. Barrel

length may change as per height of embankment and shall be approved from Authority Engineer.

7.2.2 Reconstruction of existing culvert

The existing culverts at the following locations shall be re-constructed as new culverts. Refer to paragraph 7.3(i) of the Manual (IRC:SP 73-2015).



B-22

(a) SLAB/BOX CULVERT: 19 Nos.

Sr.

No

Culvert Location Proposed

Span/Opening

(minimum

length) in m

Remark Existing

Chainage

(Km)

Proposed

Chainage

(Km)

1. 0/420 0+422 1x6.00 Reconstruction











12. 50+110 50+110 1x5.00 Reconstruction








(b) PIPE CULVERTS: 20 Nos.

Sr.

No

Existing

Chainage

Proposed

Chainage

Proposed

Span/Opening

((minimum No. x

Dia)(m)

Remarks













B-23

Sr.

No

Existing

Chainage

Proposed

Chainage

Proposed

Span/Opening

((minimum No. x

Dia)(m)

Remarks











Note: - It is clarified that as per site requirement if required for drainage arrangement new HP

culverts for drainage arrangement shall be identified , if any , during development shall be

constructed as per standard set forth in Schedule ‘D’& as per instruction of Authority Engineer.

The Pipe diameter and numbers given above are minimum and the proposal dimensions shall be

based on hydraulic calculation and approval from authority Engineer. Any changes of above

dimension shall not constitute a change of scope.

Barrel Length may be change as per height of embankment and shall get approval from Authority

Engineer. Any change in the length specification in this clause of Schedule B shall not constitute

a change of scope.

7.2.3 Widening of existing culverts

All existing culverts which are not to be reconstructed shall be widened to the roadway width of the Project as per the typical cross section applicable for Project alignment and given in section 7 of the Manual. Repairs and strengthening of existing structures where required shall be carried out.

(a) SLAB/BOX CULVERT: 12 nos

Sr.

No


Span/Opening

(minimum

length) in m

Remark Existing

Chainage

(Km)

Proposed

Chainage

(Km)

1 2/685 2+685 1x1.00

To be widened with

minor repairing

2 3/490 3+492 1x1.00

To be widened with

minor repairing

3 20/570 20+562 1x6.00 To be widened with

minor repairing



B-24

Sr.

No


Span/Opening

(minimum

length) in m

Remark Existing

Chainage

(Km)

Proposed

Chainage

(Km)


minor repairing


minor repairing

6 47+000 47+000 1x5.00 To be widened with

minor repairing

7 53+200 53+200 1x1.00

To be widened with

minor repairing


minor repairing


minor repairing


minor repairing


minor repairing


minor repairing

(b) PIPE CULVERTS: Nil.

SI.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Details of Existing Structure Extend of

widening Remark Type of

Structure

No. x

Dia. (m)

Width of

Structure (m)

--NIL--

7.2.4 Additional new culverts on bypasses & realignments shall be constructed as per particulars

given in the table below:

(a) BOX CULVERT: Nil.

SI. No. Design

Chainage (Km)

Proposed Span/

Opening (m.)

Proposed

Width (m) Type Remark

--NIL--

(b) PIPE CULVERTS: Nil.

Sr. No.

Design

Chainage

Km)

No. x

Dia.(mm)

Proposed

Width (m) Type Remark

--NIL--

PIPE CULVERTS AT CROSS ROAD JUNCTIONS

As per site requirement New HP Culvert shall be constructed for drainage arrangement at

following junctions as per standard set forth in Schedule ‘D’& as per instruction of



B-25

Authority Engineer.

Sr.

No.

Type of

Junction Nos.

Details of Proposed Structure

No. x Dia. Proposed Width (m) Remark

1 T or Y –

Junction 4 Nos

1 x 1200 mm

on either side

The width of HPC shall be as per

Type Junction Improvement (IRC

SP 41)

Note: - It is clarified that if any other deficient junctions with cross BT/CC roads is

identified during development period shall be improved with drainage facilities with pipe

culvert & as per standard set forth in Schedule ‘D’. 7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing

culverts shall be undertaken as per para 7.23 of manual (IRC:SP73-2015).

BOX CULVERTS –NIL.

Sr. No. Location of Structure (km) Type Remark

1 Nil Nil Nil

PIPE CULVERTS - NIL

Sr. No. Location of Structure (km) Type Remark

--NIL--

7.2.6 Floor protection works shall be provided as specified in the relevant IRC Codes and Specifications.

7.3 Brides

7.3.1 Existing bridges to be re-constructed

The existing bridges at the following locations shall be re-constructed as new structures:

[Refer to paragraph 7.3.2 of the Manual]

(a) MAJOR BRIDGES: - 01

General arrangement drawings are attached in Annex - I of Schedule - I

(b) MINOR BRIDGES: -10 Nos.

General arrangement drawings are attached in Annex - I of Schedule - I

Existing

Chainage

(Km)

Design

Chainage

(Km)

Details of Existing Structure Details of Proposed

structure Minimum

Span

(m) Type of

Structure Span

Width of

Structure

(m)

Minimum

Length(m)

Proposed

Width

(m)

55+200 55+200

RCC

Girder 5x17.0

16.0 m

(11.0 m

CW) 90 16 30



B-26

Where the Existing Bridge are reconstructed & disposal of rubble including all lifts & lead

as New Bridge at same place, dismantling of Existing Major/Minor bridge shall be carried

out with all lead & lifts.

A temporary diversion works shall be constructed as per Fig. 9.26 of manual IRC SP 73-

2015 and as per para 112 of standards and specifications of Indian Road Congress (MORTH)

fifth Revision-2013 with adequate cross drainage structure and traffic safety and control

devices. The diversions shall be maintained in satisfactory condition till such time they are

required and as directed by the Authority Engineer.

Note 1: The dismantling of existing major/minor bridges and disposal of the material with all

lead & lifts shall be carried out.

Note 2: The diversion works during construction shall be provided with suitable vents for the

waterway.

Note 3: Contractor to access the requirement of additional land for diversion road, Additional cost

of leasing land (if required) in same context shall be borne by the contractor and shall not constitute

change of scope.

This shall be executed in consultation with Authority Engineer.

(i) The following narrow Bridges shall be widened including Strengthening & repairing

of Existing Bridge.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Details of Existing Structure Details of Proposed

structure

Type of

Structure Span

Width of

Structure

(m)

Minimum

Length(m)

Proposed

Width

(m)

12/010 12/001

Solid

Slab 1x10.0 7.72 1x10.0

16

25/969 25/960

Solid

Slab 2x15.0 7.72 2x15.0

16

54+320 54+320 Solid

Slab 6x2.0

7.5 1x15.0

16

64+550 64+550 Solid

Slab 2x8.0

7.5 1x15.0

16

71+100 71+100 PSC

Girder 1x28.0

7.5 1x28.0

16

71+150 71+150 Solid

Slab 6X8.0

7.5 2x25.0

16

73+400 73+400 RCC

Girder 3X7.0

7.5 1X25.0

16

81+200 81+200 RCC

Girder 1X25.0

7.5 1X25.0

16

81+250 81+250 Solid

Slab 5x6.0

7.5 1x30.0

16

84+200 84+200 RCC

Girder 2X12.00

7.5 1X25.00

16



B-27

(a) MAJOR BRIDGES: - NIL

Sr.

No.

Design Chainage

(Km)

Existing

Width (m)

Extent of

widening (m)

Cross-section at deck level

for widening @

--NIL--

(b) MINOR BRIDGES: - --NIL--

Sr.

No.

Design Chainage

(Km)

Existing

Width (m)

Extent of

widening (m)

Cross-section at deck level

for widening @

--NIL--

7.3.2 Additional new bridges:

New bridges at the following locations on the Project Highway shall be constructed. GADs for the new bridges are attached in the drawings folder.

(a) MAJOR BRIDGES: - NIL

Sr.

No. Bridge at km (Design Ch.)

Total Length of bridge

(m) Total Width (m)

--NIL--

(b) MINOR BRIDGES: - NIL

Sr.

No.

Bridge at km (Design

Ch.)

Total Length of bridge

(m) Total Width (m)

--NIL--

7.3.3 The railings of all existing bridges shall be replaced by crash barriers as per manual.

S. No. Location at km Remarks

--NIL--

7.3.4 Repairs/replacements of railing/parapets of the existing bridges shall be undertaken as per

manual.

S. No. Location at km. Remarks

--NIL--

7.3.5 Drainage system for bridge decks

An effective drainage system for bridge decks shall be provided as specified in paragraph 7.21 of the Manual

7.3.6 Structures in marine environment : - NIL



B-28

7.4. Rail-road bridges: -NIL

7.4.1. Design, Construction and detailing of ROB/RUB shall be specified in section 7 of the

Manual.

SI.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Proposed span

arrangement

(m)

Width

(m) Track Lane

--NIL--

7.4.2. Road Over Bridges: 2 Nos

Road over-bridge (road over rail) shall be provided at the following level crossings, as per

GAD drawings attached.

SI.

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Proposed span

arrangement

(m)

Width

(m) Track Lane

1 32.242 32.240 36 Steel 16.0 Single 2- Lane

2 59.017 59.007 36 Steel 16.0 Single 2- Lane

Minimum Nos. of viaducts: As per drawings attached with DPR

7.5 Grade separated structures: - Nil.

(Refer to paragraph 7.19 of the Manual)

The grade separator structures shall be provided at the location and of the type and length

specified in paragraph 2.9 and 3 of this Annex-I

7.6 Repairs and strengthening of bridges and structures

[Refer to paragraph 7.23 of the Manual and provide details]

The existing bridges and structures to be repaired / strengthened, and the nature and extent of repairs /strengthening required are given below: A. BRIDGES

(i) MAJOR BRIDGES: - NIL

Sr. No. Location of bridge

(km) Nature and extent of repairs

/strengthening to be carried out

NIL

(ii) MINOR BRIDGES: - NIL



B-29

Sr.

No.

Location of bridge

(km)

Nature and extent of repairs /strengthening to be

carried out

1 Nil Nil Nil

Note: - Repair, maintenance & strengthening shall be provided as per the requirement of site and

as per instruction of Authority Engineer.

B. ROB/RUB

(i) ROB: - 2Nos

(ii) RUB: - NIL

Sr.

No.

Location of ROB

(km) Remark

1 32.240 2-Lane

2 59.007 2-Lane

C. Overpasses/Underpasses and Other Structures: - NIL

Sr.

No.

Location of Structures

(Km)

Nature and Extend of repairs / strengthening

to be carried out

NIL

D. Box culverts: - NIL

Sr.

No.

Location of Structures

(Km)

Nature and Extend of repairs / strengthening

to be carried out

1 .

E. Retaining wall

Sr.No. Location of

Structures (Km)

Propose New construction

1 Nil

7.7 List of Major Bridges and Structures :- NIL

The following is the list of the Major Bridges and Structures:

SI

No.

Existing

Chainage

(Km)

Design

Chainage

(Km)

Type of Crossing Proposed Length (m) Width (m)

1 ------- NIL -------

Note: - 1. The location and vent size of all the culverts proposed for irrigation purposes shall be

decided in consultation with irrigation authority/ authority engineer.

2. Width of culvert shall be reconciled as per cross section at that location

8 TRAFFIC CONTROL DEVICES AND ROAD SAFETY WORKS

8.1 Traffic control devices and road safety works shall be provided in accordance with



B-30

Section 9 of the Manual

a) Traffic Signs:

Traffic control devices and road safety works shall be provided in accordance with

Section 9 of the Manual (IRC:SP 73-2015).Traffic signs include roadside signs,

overhead signs, direction signs, place identification signs, Mandatory/Regulatory signs,

Informatory/Guide signs, Cautionary/warning signs and curb mounted signs etc. along

the entire Project Highway as per Manual. Specifications of the reflective sheeting.

[Refer to paragraph 9.2 of the Manual (IRC:SP 73-2015) and specify] Details shall be as

approved by Authority Engineer.

b) Overhead traffic signs: The locations are mentioned in below table and the size

shall be evolved based on design of sign boards given in IRC 67. Locations

mentioned below are tentative and to be finalized in consultation with Authority's

Engineer)

S. No Location

(Design Chainage) Type Remark

1 0/000 Overhead Sign gantry At Major Junction on NH-

05 at Loahra Chowk

2 10/480 Cantilever overhead sign SH20 & Jalalabad Road

3 10/480 Cantilever overhead sign SH20 & Jalalabad Road

4 25/375 Cantilever overhead sign For Toll Plaza


6 33/611 Overhead sign gantry At Major Junction on

NH 703A

7 45/180 Overhead Sign gantry At Major Junction on NH-

54

8 59/220 Cantilever overhead sign Junction with Khem

Karan-Patti SH 62


Karan-Patti SH 62




Karan-Amritsar SH 21


Karan-Amritsar SH 21

14 82/400 Overhead Sign gantry Before Stretch Ends

c) Road side signs and furniture: All Traffic Signs for Road Users would be provided as per

Manual. However the Contractor Shall be provide minimum numbers of Cautionary, Mandatory,



B-31

Warning and Informatory Traffic Sign Boards as mentioned below:

S. No Location Numbers Size

1 At Junction, at curves&Built-up 132 90 cm Equilateral Triangle

2 At Curve 99 60 cm Equilateral Triangle

3 At Curves 68 60 cm Circular

4 At Junction & Other 135 80X60 cm Rectangular

5 At Village 80 80X60 cm Rectangular

6 At Junction & Village 91 60X45 cm Rectangular

7 At Curve 44 60X60 cm Square

8 At Junction & Busbay 86 90 cm High Octagon

9 Route Marker Sign At Every 10 Km. 0.9 Sqm

10 Delineators at Curve, median

openings & Structures 712

80 – 100 cm High above

Ground

11 Hazard Marker Both Side on

every Bridge As per IRC

Above numbers of traffic signs are indicative and minimum specified. The actual numbers of traffic signs shall be determined by the Contractor in accordance with the Manual requirements with approval from the Authority's Engineer. Any increase in the numbers specified in this Clause of Schedule B shall not constitute a Change of Scope.

d) Pavement Marking:

Pavement markings shall cover road marking for the entire Project as per

MORT&H specifications complete with Side line, Center line, Edge line,

Directional Arrows, lettering and Zebra crossings etc. as per Manual.

8.2 Specifications of the reflecting sheeting Retro reflective sheeting should be of high intensity grade with encapsulated

lens or with micro prismatic retro reflective element in accordance with

ASTM Standard D 4956-04.

8.3 Reflective Traffic Safety Products/Round tree reflectors shall be provided on tree for easy visibility at night.

8.4 Solar lights blinkers shall be provided at major & minor junctions etc.

9 ROADSIDE FURNITURE

9.1 Roadside furniture shall be provided in accordance with the provisions of

Section 9 of

the Manual. Details shall be as approved by Authority Engineer.

a) Road Boundary Stone: for the entire Project Highway

b) 200th m, and 5th KM stone: for the entire Project Highway.

c) Delineators: Delineators for the entire Project Highway at the locations as suggested

in manual recommended in schedule D.

d) Studs: Road studs shall be provided at the locations on entire project highways as

suggested in Manual recommended in schedule D.



B-32

e) Traffic Lights/Blinker Signal (L.E.D)/Rotary at intersections as per Manual.

f) MS Railing: MS Railing for separation of Main Carriageway and the service

road along the urban sections, bus bays locations and at all the locations

suggested in Manual recommended in schedule D.

9.2 Electrical Works:-

Electrical Works in the form of street lights ( Single or Double Overhang) shall be

provided all built-up sections, bus bays, ROB approaches, truck lay byes, toll plaza

locations and any other location in consultation with the Authority

Engineer/Authority.

9.3 Raised Pavement Marking for all Major Junctions and Median Opening shall be provided

as per relevant specifications.

9.4 Litter bins

20 litter bins shall be provided as per Schedule-D for the entire project highway

in consultation with the Authority Engineer/Authority.

9.5 Anti-Glare Railing:

Anti Glare Railing shall be provided in the Median as per Schedule-D in

consultation with the Authority Engineer/Authority.

9.8 Compulsory Afforestation

The number of trees which are required to be planted by the Contractor as compensatory

afforestation should be as per Forest Conservation Act, twice the number of trees to be cut. 10 HAZARDOUS LOCATIONS

The safety barriers shall be provided at the hazardous locations as per Clause 7.17 of the

Manual (IRC:SP73-2015). W-Beam metal crash barriers shall however be provided for a

minimum length of 1.10 Km at all hazardous locations. All hazardous locations shall be

finalized in consultation with the Authority Engineer.

Above length of the W-Beam metal crash barriers is indicative and minimum specified. The actual length of the W-Beam metal crash barriers shall be determined by the Contractor in accordance with the Manual requirements with approval from the Authority's Engineer. Any increase in the length specified in this Clause of Schedule B shall not constitute a Change of Scope.

11 CHANGE OF SCOPE



B-33

The length of Structures and bridges specified here in above are minimum. The actual lengths as required on the basis of detailed investigations shall be determined by the Contractor in accordance with the Specifications and Standards. Any variations in the lengths specified in this Schedule-B shall not constitute a Change of Scope, save and except any variations in the length arising out of a Change of Scope expressly undertaken in accordance with the provisions of Article 13.



B-34



B-35



B-36



B-37



B-38



B-39



B-40

NH-12014/1165/2016/PB/NH-I/Zone-11 Government of India ...

Documents

Transcript of NH-12014/1165/2016/PB/NH-I/Zone-11 Government of India ...