----------------------- - - -- ...

NH-12014/12481 2018/PB/Zone-11
Government of India
Ministry of Road Transport & Highways
Transport Bhawan, 1, Parliament Street, New Delhi-110001

Date:c9J.03.2018
The Secretary
Government of Punjab,
Public Works Department.

Sub:- Rehabilitation & up gradation to 2 Lane with paved Shoulders of Abohar-Sito

Gunno-Dabwali Road from Km. 0.00 to Km. 50.885 of NH-354E including
construction of one High Level Major Steel Bridge on EPC Mode in the State
of Punjab.

[Job No. NH-354E-PB-2017-18-493]

Ref.:- Letter no. 1014/NH dated 22.02.2018 received from CE(NH),State PWD,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:

Amount as indicated in the estimate

sent by the State Govt. of Punjab Rs. 358.92 Crore

2. Amount as modified in the Ministry Rs. 322.48 Crore

3_ Amount of technical approval

(Inclusive of agency charges @ 3%) Rs. 322.48 Crore

4. Amount of financial sanction Rs. 322.48 Crore

(Inclusive of agency charges @ 3%)

(Rupees Three Hundred, Twenty two Crore and Forty Eight 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-
11026/2/99-US (0-1) dated 29_10.2001 issued in supersession of earlier Circular No_
RWINH-11026/2/99-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. RW/NH-24035/4/2008-P &M/PIC
dated 21.05.2011, in addition to guidelines issued by this Ministry vide Circular letter
No. 11024/3/99-US (D-I) dated 09.03.2000, No. RW/NH-24035/4/2008-P&M dated
21.05.2010 and No.· NH-12037 /67 /2010/LWE dated 02.08.2010. The work shall be
awarded as per guidelines issued by the Ministry vide Letter No. NH-15015/2912001-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.

3. The expenditure on the work is debatable to NH (0) Plan Head 5054, Roads& Bridges,
01-National Highways, 01.337 RoadsWorks, 03-National Highways ( Major Works); 03.01 works
financed by Central road Fund; 03.01.53 Major works for which the corresponding Demandfor
the current financial year 2017-2018 is "81" 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 other Maintenance Total
including pre-
centages construction

2017-2018 Preliminary 5.00 10.00 0.00 15.00

2018-2019 70% 190.87 39.55 0.00 230.42
2019-2020 100% 272.68 39.55 1.03 313.25
2020-2021 100% 272.68 39.55 3.08 315.30
2021-2022 100% 272.68 39.55 6.15 318.38
2022-2023 100% 272.68 39.55 10.25 322.48

7. The Regional Officer, Chandigarhwill be the Drawing and DisbursingOfficer.

8. This sanction issues with the concurrence of the Finance Division vide their U.O No.
3350/TF-1112018 dated 05.03.2018.

Yours faithfully,

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 & Accounts Officer, Department of R.T. &H, IDA Building, Jamnagar House,
New Delhi.
3. R.O., Chandigarh: it is requested that you will be the DDOin respect of this sanction.
4. Regional Pay & Accounts Officer, Ministry of Road Transport and Highways, 6th Floor,
Kendriya Sadan, Sector -9A, Chandigarh.
5. The Principal Director of Audit, Economics& ServicesMinistries, A.G.C.R. Building, New
Delhi.
6. The Chief Engineer (R&B), NH, State PWD,Civil Secretariat, Sector-9, Chandigarh

Encl: As above.
~
(Vijay KUm~yak)
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.

End: As above.

(GhanshyamMeena)
Section Officer (Zone-It)
 No.RW INH-12014/1248/2018/PB/Zone-1i
Government of India
Ministry of Road Transport & Highways
Transport Bhawan, 1, Parliament Street, New Delhi-110001

Date: 28.03.2018
TECHNICALNOTE

Rehabilitation & up gradation to 2 Lane with paved Shoulders of Abohar-Sito Gunno-

1. Name of work
Dabwali Road from Km. 0.00 to Km. 50.885 of NH-354E including construction of
one High Level Major Steel Bridge on EPC Mode in the State of Punjab

2. State/Division Punjab/Ferozepur

3. NHNo. In-Principle road

As proposed by the State PWD As agreed in the Ministry

4. Estimated cost
including 3% (Rs. in cr.) (Rs. in cr.)
agency charges 322.48
358.92

50.89 50.89
5. Length (in km)
6. Reference letter no. 1014/NH dated 22.02.2018 from CE (NH), State PWD Punjab

COMMENTS

1. Scope of the project:

1.1 The scope of the instant project is Rehabilitation & up gradation to 2 Lane with
paved Shoulders of Abohar-Sito Gunno-Dabwali Road from Km. 0.00 to Km. 50.885
of NH-354E including construction of one High Level Major Steel Bridge on EPC
Mode in the State of Punjab in the State of Punjab is envisaged as under:

1.2The Scheme of the improvement is as follow:

Scheme of widening Length Cross

Sr. No.
(in km) sections

i. Raising of FRL of existing road and construction of Four Lane road 4.715 TCS-1
with Flexible Pavement
ii. Raising of FRL of existing road and construction of two Lane road 19.295 TCS-2&3
with paved shoulders ,Flexible Pavement
iii. Raising of FRL of existing road and construction of two Lane road 2.040 TCS-4&5
with paved shoulders, Flexible Pavement in Cattle under pass
iv. Concentric Widening & Strengthening of existing road to Two Lane 22.085 TCS-6,7&8
with paved shoulders, Flexible Pavement
v. Reconstruction of existing road to Two Lane with paved shoulders 1.625 TCS-9 & 10
,Flexible Pavement (low lying area)
vi. Two laning with paved shoulders, New Construction at Additional 0.725 TCS-11
Bridge parallel to the existing Bridge with Flexible Pavement

Page 1 of 10
vii. Toll Plaza: Rigid Pavement 0.400
Total 50.885

TCS1: Typical crosssection-1 refers to the configuration for Raisingto four Lane
divided Carriageway(Flexible Pavement)with Paver Block & Footpath cum drain
in heavy built-up area havingcarriagewaywidth of 7.0 m on both side with overall
width of 23.5 m i.e. (2*7.0 m carriagewaywidth+2*0.50 Kerb Shyness+ 2*1.5 m
footpath cum drain + 2*2.0 m paver block+ 2*2.0mutility corridor).
TCS-2&3: Typical cross section-2&3 refers to the carriageway configuration for
Raising 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
shoulderon both side + 2*2.0 m earthen shoulder).

TCS-4&S:Typical cross section-4&5 refers to the carriageway configuration for

Raisingof existing road at Cattle underpasslocations to two lane plus paved
shoulder (2L+PS)having carriagewaywidth of 7.0 m and overall width of 17.0 m
i.e. (2*2.0 m pavedshoulderon both side + 2*2.50m earthen shoulder).
TCS-6,7&8: Typical cross section-6,7&8 refers to the carriageway configuration
for widening & strengthening of existing road to two lane plus paved shoulder
(2L+PS)having carriagewaywidth of 7.0 m and overall width of 14.0 m i.e. (2*1.5
m pavedshoulderon both side + 2*2.0 m earthen shoulder).
TCS-9&10:Typical crosssection-9&10refers to the carriagewayconfiguration for
Reconstructionof 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
shoulderon both side + 2*2.0 m earthen shoulder).
TCS-11:Typical crosssection-11 refers to the carriageway configuration for Two
lane with paved shoulders,New Constructionat Additional Bridge parallel to the
existing bridge Locationswith Flexible Pavementhaving carriagewaywidth of 7.0
m and overall width of 14.0 m i.e. (2*1.5 m pavedshoulderon both side + 2*2.0 m
earthen shoulder)and 1*7.0 m carriagewaywidth on existing road side.

1.3 Bridges! Culverts:

1.3.1 Major Bridge: An existing major bridge (7*10 m=70 m) at km 40+975 is
proposedto be constructed parallel to the existing bridge having carriageway
configuration of 11.0 m and overall width of 16.0 m as per IRC:SP:73-2015as
per following details:

Page2 orlO
Sr. No. Bridge Location Span Arrangement Super-structure Waterway

1 40+975 1x80.0 Steel Bridge 66

1.3.2 Minor Bridge: There are total 7 nos. of existing Minor Bridges in the project
stretch, 3 No.'s are reconstructed and 1 is proposed parallel to the existing
minor bridge and 3 No's. are proposed to be widened in accordance with Clause
No. 7.3 of IRC: SP: 73-2015 (For reconstruction) carriageway width of 11.0 m,
2*1.50 footpath, 2*0.50 RCCcrash barrier, 2*0.50 RCCRailing i.e. overall width
of 16.0 m & for additional bridge carriageway width of 16.0 m, 2*1.50 footpath,
2*0.50 RCCcrash barrier, 2*0.50 RCC Railing & overall width of 16.0 m). The
details of reconstructed, widen & additional bridge proposal are given below:

Sr. No. Bridge Proposed Span Waterway Remarks

Location Arrangement
(Minimum)
1 3+041 1x16.0(Skew) 13.0m Reconstruction
2 5+958 1x20.0(Skew) 17.0m Reconstruction
3 8+741 3x7.0(Skew) 19.0m Widening
4 25+278 2x8.70(Skew) 15.0m Widening
5 32+940 1x20.0(Skew) 20.0m Reconstruction
6 40+909 1x30.0 24.0m Additional bridge
7 42+595 2x7.60 13.0m Widening

1.3.3 Culvert: There are total 105 nos of existing culverts up to road width in the
project stretch which are in poor & 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. Type of culvert Existing To be New Total

No No. reconstructed Construction
1 Hume Pipe 45 45 20 65
2 BoX/slab Culvert 56 56 12 68
3 Slab Culverts 4 Abandoned NIL NIL
Total 105 101 32 133

1.3.4 Additional Pipe culverts: At junctions 30 No. Hume Pipe Culverts have also
been proposed and allowed in the scope of the estimate.

1.3.5 Junctions Improvement: The State PWD has proposed the provision for
improvement of three (03) major and 69 nos. of minor junctions at grade in the

Page J of 10
 cost estimate. Besides, 22 nos. of Bus lay bays along with bus shelters have also
been allowed in the scope of the estimate.

1.3.6 Drains and Protective works: Provision of concrete lined drain cum footpath
for 10.630 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 17320 m for road embankment having height more than 3
m and turfing sods for lesser height is allowed in the scope of cost estimate.

1.3.7 Toll Plaza: The total design length of the instant project is 50.885 km. State
PWD has proposed 1 No. of 8 lane (4+4) staggered Toll Plaza on this stretch at
Km 5+250 which is allowed.

1.3.8 Slip/Service road: Aggregate length of 300 m long and 3.75 wide Service road
has been proposed at the location of from 17+500 to 17+650 along CUP. No
service road has been proposed in built area.

1.3.9 Diversion Road: There is no provision of diversion road proposed in the

estimate except at reconstruction locations of Minor bridges.

1.3.10 Besides, Cantilever overhead signages (12), Full width overhead sign (4),
Cantilever type (8), Street light (161 nos. Double arm) & 6 nos. high mast lights
as per schedule (C) at bus lay byes, truck lay byes and built up area); Bus Bay-
byes(22 nos.); 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:SP 73-2015).
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 6 horizontal curves in the existing alignment and to meet
the desirable minimum design speed of 80kmph as per IRC: SP: 73-2015, these are
proposed to be improved within available ROW.

4. Land acquisition and afforestation: It is reported by the State PWDthat land acquisition
of 5.663 acre area needs to be done at Toll Plaza location at Ch 5+250 near Village
Chakra and additional bridge locations at Km. 40+909, km 40+975 & 42+595. However,
49.11 km project length (96.51% length) is encumbrance free.

Page4 of10
5. State PWD shall ensure that encumbrance free land is made available to the
contractor at the time of award/LoA. Any increase in cost on account of delays in
handing over the land and other pre-construction obligations on the part of state PWD
shall be borne by the State Government, recoverable from agency charges.

6,Besides, wild life and environment clearance is also required from RD5+500to 22+500.
Provisionof Rs.2.82 crore (@ Rs.50 lakh per Acre) for LA has been taken in the estimate
proposedby Sate PWDand allowed. Further, the provision of Rs 32.15 crore for 10650
nos.Tree felling/Avenues Plantation and compensatoryafforestation have been proposed
by the State PWDwhich has been allowed for estimate purpose. It is reported by State
PWDvide letter dated 08.03.2018that NOe hasalready been given by Wild life Division,
ForestDepartmentwith the instructions that height of fence be increasedfrom 1.20 m to
3.0 m on 17.01.2018.Further, it is also emphasized that State PWDshall sort out the
issues relating to wild lifel forest clearance with the concerned Department of State
Government well before start of project in conformity with the applicable rules and
regulations.

7. Utility Shifting: Provisionof Rs.5.08 crore (as per following details) for shifting of utility
service has been allowed as proposedfor estimate purpose. However, State PWDshould
obtain the sub-estimate from the concerned department and got approved Regional
officer. Besides,B&R Department, Punjab shall take necessaryaction to ensure shifting
of the utilities well in advanceso that the progressof the work is not affected.

Sr. No. Utility to be shifted Estimated amount(Rs. Details/Remarks

in lakh)
1 PSPCL HT/LT line, Transformer 437.20 11KV electric poles=369, Light
etc. poles=7,
3 Shifting and replacement of 20.00 65.0 m length, 200 mm di and 460 m
existing delivery pipe or length is of 350 mm dia
irrigating fields from Sirhind
Canal
Total 457.20
8. Amount proposed in the estimate for utility shifting (US) for the above mentioned
project had been taken for estimate purposes. However, the scope of utility shifting
works shall be restricted as per original specifications and shall not include any
augmentationl up-gradation of utilities at MoRTHcost. This is in line with stipulations
of Ministry's guidelines issued vide letter No. NH-18011/1/2012-P&M (Pt.lI) datedt t'"
March, 2016, which, inter-alia, stipulate 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

Page50flO
 materials salvaged from dismantling of the existing utility services shall be disposed of
through open auction and the proceeds shall become a part of the project funding.
Further, Secretary (RT8:H) also noted that the State PWD shall 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.
Moreover, the cost of shifting of BSNL cables and telephone poles was deliberated and

proposed to be deleted from the scope of the estimate. Accordingly, the total cost of

utility shifting has been modified from Rs. 5.08 Cr. to Rs. 4.57 Cr.

9. Pavement Design:

(a) The crust in main carriageway for widening and new construction has been designed

for a design life of 15 years and design traffic as 50 MSA. The proposed crust is BC

40 mm + DBM 100mm + WMM 250 mm+ GSB 230 mm (total 620 mm).

(b) The thickness of overlay on existing carriageway of 5.50 m is 295 mm (BC 40 mm +

DBM 100 mm + WMM 155 mm).

(c) Rigid pavement: Rigid pavement has been proposed for Toll plaza area in a length of
340 m for a design life of 30 years. The crust proposed for a rigid pavement PQC 270

mm + DLC 150 mm + GSB 150 mm.

10. 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. Clause Referred Item Provision as Modified Provisions

No. in Manual per Manual

1 Clause 2.12.2 of Service Road 3.75 m

the manual. At CUP location for access to link
RD14+965 to 15+115 m 5.5m
roads

11. Cost estimates 8: rates: Rates of different items have been worked out based on

Rate Analysis of Ministry's standard data book and common S.O.R (year 2010) of Punjab
along with latest premium of year 2013 and Cement & Steel rates of year 2016 along with
aggregate rates as per approved quarry rates of Punjab Govt. dated 14.06.2017. These

rates are effective for Year 2017-18 too.

Page6 of10
 12. 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.

13. The details of the cost estimate are as given below:

Sr. Item Description Cost Proposed by Cost modified in Ministry

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

1 Civil cost of the work 273,73,19,751 2,39,25,74,091

2 Contingencies @ 2.8% of (A) above 7,66,44,953 6,69,92,075

3 Sub Total (8) 281,39,64,704 2,45,95,66,166

4 Supervision charges @ 3% of (8) above 8,44,18,941 7,37,86,985

5 Agency charges @ 3% of (8) above 8,44,18,941 7,37,86,985

6 Quality Control @ 0.25% of (8) above 70,34,911 0.00

7 Road Safety @ 0.25% of (8) above 70,34,911 0.00

8 Escalation @ 5 % for 18 months 20,52,98,981 11,96,28,705

9 Maintenance charges @ 5.0 % on road and 13,68,65,987 10,25,81,549

1.75% on structure for 4 years

10 Utilities Shifting 7,63,27,500 4,57,20,000

11 Land Acquisition Cost 4,65,80,000 2,81,65,000

12 Forest (Tree Cutting) & afforestation 12,72,12,500 32,15,59,330

13 Grand Sum (C ) 358,91,57,379 3,22,47,94,719

14 Say (crore) 358.92 322.48

14. Modifications:

14.1 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 for road works and 1.75 %for bridge works ( 0.25 %for 1st
year, and 0.5 % for each year for three years) 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.

Page 7 of 10
14.2 Earlier, State PWD has proposed LA of 9.316 Ha at parallel Toll Plaza and new
construction of Bridges. However, to minimize the land acquisition, staggered Toll Plaza
was suggested at Ministry and accordingly, LA was reduced to 5.6 acre.

14.3 Provision of lossening and compaction has been deleted from the scope of the
estimate in raising portion as the same may not be required due to raising of proposed
FRLby about 2.0 m.

14.4 It is also mentioned that State PWD had proposed DBM in VG-30 and BC in CRMB
which is not as per IRC:37-2012 therefore, grade of bitumen in DBM &: BC has been
modified to VG-40 as per afore said IRC codal provisions. Provision of fly ash in
embankmenthas replaced with earthwork from borrow pit are as the provisionof flyash
in water loggingarea may endangerthe soil slopestability.

14.5 Further, BClayer should be provided strictly in accordancewith IRC:111-2009after

carrying proper job mix design (section 4). Construction operations (section 5), and
quality controls (section 6) in conjunction with Ministry's specifications for Roadand
Bridgeworks (5th revision) need to be strictly adhered.

14.6 Provisionsof road marking, traffic sign boards, roadside furniture, road safety
works, crash barrier, delineators, boundaryI hectometerIkilometer, pedestrian
facilities, etc. have been proposedin the scopeof work.

14.7 The work shall be executedas per provisionsin Model EngineeringProcurementand

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 subsequentamendmentsmadethereon till appointed date of the contractor.

14.8 RFPis proposedto be invited from fresh bidders in single stage two cover systems
by prescribing necessaryeligibility (qualifying) criteria of the bidders as per Ministry's
standard RFPdocument &: Ministry's extant guidelines. The work will be executed by
State PWD,Punjab.

14.9 Construction period for this work has been proposedas 18 months including the
rainy period. Defects liability period and maintenanceperiod has been consideredas 4
yearsas specified in the Model EPCDocumentapprovedby the Ministry.

14.10 Detailed Technical note along with schedule B will be sent to State PWD.
RemainingEPCschedulesneed to be approvedfrom Regionalofficer, Chandigarhbefore
award of work.

PageS of 10
15. The time limit for awarding of this work is 6 months from the date of sanction and
should be strictly followed as per the instructions communicated to all State PWDsvides
this Ministry's letter no. RW/NH-15015/29/2001-PL dated 05.07.2001 and compliance
reported submitted to the Ministry. If the work is not awarded within the stipulated
time, it may lead to de-sanction of the work unless Ministry's prior approval to
extension of the time limit is obtained.

16. General observations:

16.1 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 shall also certify that approval of estimates to be charged to
contingencies will not cause revision of the sanctioned estimate.

16.2 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.

16.3 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/32/84 dated 19.5.84 and NH-
11026/2199-US (DI) dated 29.10.2001 may be referred.

16.4 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.

16.5 During the course of execution, the traffic may be regulated in accordance with
guidelines laid down vide Ministry's letter no. NHIII-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

Page 9 of 10
 may be ensured by providing adequate traffic control devices in accordance with
stipulation of IRe: SP: 55:2001 "Guidelines on Safety in construction Zone".

16.6 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. Suitable provisions in the contract shall be
incorporated for proper traffic management.

16.7 The display boards on development activities of the work shall be made as per
guidelines issued vide Ministry's letter no. RW/NH-33044/1 0/2002-S&R (R) dated 26th
May, 2003. The cost of the same will be met out of the provision of contingencies
allowed in the estimate.

17. Targets: Following cumulative physical targets and financial phasing of expenditure
shall be adhered to subject to overall availability of funds:

Financial Year Physical Cumulative Progress (Rs. crore)

Construction LA and other Maintenance Total
including pre-construction
centages

2017-2018 Preliminary 5.00 10.00 0.00 15.00

2018-2019 70% 190.87 39.55 0.00 230.42
2019-2020 100% 272.68 39.55 1.03 313.25
2020-2021 100% 272.68 39.55 3.08 315.30
2021-2022 100% 272.68 39.55 6.15 318.38
2022-2023 100% 272.68 39.55 10.25 322.48

(Devender Kumar)
Asst. ExecutiveEngineer(Zone-It)
For Director General (RD)& SpecialSecretary

Page 10 of 10
 Schedule-B

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 1
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

SCHEDULE - 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.

2 Rehabilitation and Augmentation

Rehabilitation and Augmentation shall include 2 / 4Laning and strengthening of the Project Highway as
described in Annex.-I of this Schedule-B and in 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.

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 2
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Annex - I
(Schedule-B)
Description of Two-Laning
The Project Highway comprises the section of National Highway no 354 E commencing on NH-
07 (Malout-Abohar- Ganga Nagar Section). i.e. Abohar Bye Pass in the Abohar city via Sito
Gunno and ends on junction with existing National Highway (NH-09 Malout-Dabwali Road) in the
state of Punjab.
1 WIDENING OF THE EXISTING HIGHWAY
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. 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.

1.2 WIDTH OF CARRIAGEWAY

1.2.1 Two-Laning with paved shoulders shall be undertaken. The paved carriageway shall be 10 m
(7.0 m carriageway + 2x1.5m paved shoulder) in accordance with the typical cross section/
drawings enclosed herewith.
Provided that in the built-up areas the width of carriageway shall be as specified in table below
:
Built-up
Sr. Location (km to Typical cross section
stretch Width (m)
No. km) (Ref. to Manual)
(Township)
2x7.50 + 1x1.50 Fig. 2.5 of Manual
Median 2x2.0 paver (TCS : 4 Lane divided
1 Abohar 0+000 to 0+650
Block + 2x1.50 RCC carriageway, builtup
Drain area)
2x7.50 + 1x1.50
Median 2x2.0 paver
2 Abohar 0+650 to 1+465 As per Schedule D
Block + 2x1.50
Footpath
2x7.50 + 1x1.50 Fig. 2.5 of Manual
Sito - 15+865 to 16+560 Median 2x2.0 paver (TCS : 4 Lane divided
3
Gunno 17+720 to 18+280 Block + 2x1.50 RCC carriageway, builtup
Drain area)
2x7.50 + 1x1.50
Sito - 16+560 to 17+720 Median 2x2.0 paver
4 As per Schedule D
Gunno 18+280 to 19+115 Block + 2x1.50
Footpath
2 Lane carriageway TCS-3
3 - 24+265 to 25+115 with paved shoulder (Sr. No. 2.11 Annex.-I
& footpath cum drain Schedule –B.)

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 3
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Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Built-up
Sr. Location (km to Typical cross section
stretch Width (m)
No. km) (Ref. to Manual)
(Township)
27+290 to 27+960 2 Lane carriageway TCS-7
4 - 36+650 to 36+965 with paved shoulder (Sr. No. 2.11 Annex.-I
37+465 to 37+915 & footpath cum drain Schedule –B.)
32+800 to 33+310 2 Lane carriageway TCS-10
5 - 36+965 to 37+465 with paved shoulder (Sr. No. 2.11 Annex.-I
37+915 to 38+030 & footpath cum drain Schedule –B.)

1.2.2 Except as otherwise provided in this Agreement, the width of the paved carriageway
and cross-sectional features shall conform to paragraph 1.2 above.

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.
(The alignment of the project shall be finalized to ensure that minimum sight distance equal
to double the stopping sight distance is available to the road users at all locations).

2.2 Design speed

The ruling design speed shall be 100 km/hr. & the minimum design speed shall be 80 km/hr
at 5 locations as shown in plan & profile drawings.

2.3 Improvement of the existing road geometrics

In the following sections, where improvement of the existing road geometrics
to the prescribed standards is not possible, the existing road geometrics shall be
improved to the extent possible within the given right of way and proper road signs and
safety measures shall be provided:.

Sr. No. Stretch ( from km to km) Type of Deficiency Remarks

1 Curve at RD 17+913 Design speed 80 km/hr

2 Curve at RD 18+280 Design speed 80 km/hr

3 Curve at RD 18+517 Design speed 80 km/hr

4 Curve at RD 28+217 Design speed 80 km/hr

5 Curve at RD 45+154 Design speed 80 km/hr

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 4
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Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
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2.4 Right of Way

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

2.5 Type of shoulders

(a) In built-up sections, footpaths /fully paved shoulders shall be provided in the following
stretches:

Fully paved
Sr. Location (km to
shoulder/Footpath Reference to cross Section
No. km)
/Paver block
0+000 to 0+650 Fig. 2.5 of Manual
2x2.0 paver Block +
1 15+865 to 16+560 (TCS : 4 Lane divided carriageway,
2x1.50 RCC Drain
17+720 to 18+280 builtup area)
0+650 to 1+465 Fig. 2.5 of Manual
2x2.0 paver Block +
2 16+560 to 17+720 (TCS : 4 Lane divided carriageway,
2x1.50 Footpath
18+280 to 19+115 builtup area)
Paved shoulder & TCS-3
3 24+265 to 25+115
footpath cum drain (Sr. No. 2.11 Annex.-I Schedule –B.)
27+290 to 27+960
Paved shoulder & TCS-7
4 36+650 to 36+965
footpath cum drain (Sr. No. 2.11 Annex.-I Schedule –B.)
37+465 to 37+915
32+800 to 33+310
36+965 to 37+465 Paved shoulder & TCS-10
5
37+915 to 38+030 footpath cum drain (Sr. No. 2.11 Annex.-I Schedule –B.)

(b) In open country, paved shoulders of 1.5 m width shall be provided and earthen
shoulders of 2.0m width shall be covered with 150 mm thick compacted layer of granular
material.
(c) Design and specifications of paved shoulders and earthen shoulders shall conform to the
requirements specified in paragraphs 5.10 and 5.11 of the Manual.
(d) Space between the main carriageway and drain will be paved with Heavy duty paver
blocks in following locations.

Sr. Design chainage

(km) Length( m ) Width (m)
No.
From To
1 0+000 1+465 2 X1465 2+2
2 15+865 19+115 2 X 3250 2+2

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 5
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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.
2.6.2 Lateral clearance: The width of the opening at the underpasses shall be as follows:
Location
Span/opening
Sr. No. (chainage) Remarks
(m) / H
(km)
1 7+465 7x3
2 Cattle underpass in wild life sanctuary. Total
10+465 7x3
width of the structure shall be 17.0m, Size (7.0
3 x 3.0 ). The structures shall have flared wing
14+735 7x3
walls as shown in tender drawings.
4 21+415 7x3

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 the Manual.
2.7.2 Lateral clearance: The width of the opening at the overpasses shall be as follows:

Sr. No. Location(chainage) Span/opening

Remarks
(from km to km) (m)
Nil

2.8 Service roads

Service roads shall be constructed at the locations and for the lengths indicated
below.
Stretch ( from km Fully paved Reference
Remarks
Sr. No to km) shoulders/ to cross
From To footpath section. Sides Width
1 14+965 15+115 - TCS - 5 Both *3.75 m
*3.75 m width in approach to cattle under pass at RD 14+735.
2.9 Grade separated structures
2.9.1 Grade separated structures shall be provided as per paragraph 2.13 of the
Manual. The requisite particulars are given below:
Number
Design
Length and length Approach Remarks,
Sr. No. Chainage
(m) of spans Gradient ( %) if any
(km)
(m)
As per Plan & Cattle underpass in wild
1 7+465 7 1X7
profile life sanctuary. Total
As per Plan & width of the structure
2 10+465 7 1X7 shall be 17.0m, Size
profile
As per Plan & (7.0 x 3.0 ). The
3 14+735 7 1X7 structures shall have
profile
flared wing walls as
As per Plan & shown in tender
4 21+415 7 1X7
profile drawings.
2.10 Cattle and pedestrian underpass /overpass

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 6
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Cattle and pedestrian underpass/ overpass shall be constructed as follows:

Sr. No. Location Type of Crossing
1 7+465 Cattle under pass
2 10+465 Cattle under pass
3 14+735 Cattle under pass
4 21+415 Cattle under pass

2.11 Typical cross-sections of the Project Highway

The details of typical cross-Sections along with different types of cross section required to be
developed in different segments of the project highway are as follows.

Start RD End RD Length LHS RHS

(Km) (Km) (M) (M) (M) Applicable TCS
0 650 650 7.50 7.50 TCS-1
650 1465 815 7.50 7.50 TCS-1A
1465 5025 3560 10.00 TCS-2
5025 5425 400 TOLL PLAZA
5425 7230 1805 10.00 TCS-2
7230 7700 470 12.00 TCS-4
7700 10235 2535 10.00 TCS-2
10235 10695 460 12.00 TCS-4
10695 14465 3770 10.00 TCS-2
14465 14965 500 12.00 TCS-4
14965 15115 150 12.00 TCS-5
15115 15865 750 10.00 TCS-2
15865 16560 695 7.50 7.50 TCS-1
16560 17720 1160 7.50 7.50 TCS-1A
17720 18280 560 7.50 7.50 TCS-1
18280 19115 835 7.50 7.50 TCS-1A
19115 21185 2070 10.00 TCS-2
21185 21645 460 12.00 TCS-4
21645 24265 2620 10.00 TCS-2
24265 25115 850 10.00 TCS-3
25115 26450 1335 10.00 TCS-2
26450 27290 840 10.00 TCS-6
27290 27960 670 10.00 TCS-7
27960 30365 2405 10.00 TCS-8
30365 30665 300 10.00 TCS-9
30665 32800 2135 10.00 TCS-8
32800 33310 510 10.00 TCS-10
33310 36650 3340 10.00 TCS-8
36650 36965 315 10.00 TCS-7
36965 37465 500 10.00 TCS-10
37465 37915 450 10.00 TCS-7

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 7
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Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
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Start RD End RD Length LHS RHS

(Km) (Km) (M) (M) (M) Applicable TCS
37915 38030 115 10.00 TCS-10
38030 40550 2520 10.00 TCS-8
40550 41275 725 10.00 TCS-11
41275 43065 1790 10.00 TCS-8
43065 43265 200 10.00 TCS-9
43265 50885 7620 10.00 TCS-8

3 INTERSECTIONS AND GRADE SEPARATORS

All intersections and grade separators shall be as per Section 3 of the Manual. Existing
intersections which are deficient shall be improved to the prescribed standards.
Properly designed intersections shall be provided at the locations and of the types and features
given in the tables below:
(a) At-grade intersections:-
List of Major Intersections

Sr. No Design Chainage Type of Junction REMARKS

Malout-Sri Ganganagar Section of NH-07
1 0+000 X i.e Abohar Byepass
(Start of Project)
Malout Sito-Gunno Ganganagar road
2 17+700 X
\SH-16(Sito Gunno Village)
At Malout Dabwali Road NH-09
3 50+885 T
(End of Project Road)
Note : All the Major junctions shall be redesigned to tie in with the main carriageway as per manual.
However the cross-section component, length and width shall not be less/inferior to the
indicative plan & cross-section with schedules. The minimum crust on cross road shall
not be less than the crust proposed in main carriageway/project highway.
List of Minor Intersections
Sr. Design Connecting Road Type of
REMARKS
No. Chainage SIDE Junction
1. 0+325 R.H.S T -
2. 0+785 L.H.S T -
3. 2+735 R.H.S Y -
4. 3+305 L.H.S T -
5. 3+640 R.H.S T -
6. 3+815 R.H.S Y -
7. 4+100 L.H.S T
8. 4+270 R.H.S Y -
9. 6+945 L.H.S T -
10. 7+885 L.H.S Y Village Sardarpura
11. 9+150 L.H.S Y -
12. 9+280 R.H.S T -
13. 9+590 R.H.S Y -

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 8
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Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Sr. Design Connecting Road Type of

REMARKS
No. Chainage SIDE Junction
14. 11+350 R.H.S Y -
15. 12+590 R.H.S Y -
16. 13+580 R.H.S T -
17. 14+950 L.H.S T
18. 16+340 L.H.S T -
19. 16+450 L.H.S T -
20. 17+590 L.H.S T -
21. 17+940 R.H.S Y -
22. 18+290 R.H.S T To Sito Gunno
23. 18+490 L.H.S Y To Meharana
24. 18+550 R.H.S T To Sito Gunno
25. 18+580 L.H.S T -
26. 19+160 L.H.S T -
27. 19+320 R.H.S Y -
28. 20+150 L.H.S T -
29. 20+735 L.H.S Y
30. 21+085 R.H.S Y To Himmatpura
31. 24+460 L.H.S T To Khuban
32. 24+905 L.H.S T To Sangria
33. 27+465 L.H.S T
34. 27+465 R.H.S T To Bazidpura
35. 27+745 L.H.S Y -
36. 27+925 L.H.S Y To Tarmala
37. 28+220 L.H.S Y To Tarmala
38. 28+220 R.H.S Y To Kandu
39. 32+650 L.H.S T
40. 32+700 R.H.S T Dhani Jora Singh
41. 32+840 L.H.S T To Bhittiwala
42. 32+950 R.H.S Y To Talinwali
43. 33+080 R.H.S T To Village Sangria
44. 33+300 L.H.S T
45. 33+435 R.H.S T -
46. 34+585 R.H.S T -
47. 36+080 R.H.S T
48. 37+140 R.H.S Y To Bhullar Wala
49. 37+140 L.H.S Y To Bhittiwal
50. 37+940 L.H.S T To Hakam wala
51. 37+940 R.H.S T To Kakhanwali
52. 39+255 L.H.S T To Kakhanwali
53. 40+530 R.H.S T To Middu Khera
54. 40+860 R.H.S T Kakhanwali
55. 41+930 - X To Middu Khera - Lambi
56. 42+580 R.H.S Y Middu Khera
57. 42+630 L.H.S Y To Middu Singh Wala

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 9
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Sr. Design Connecting Road Type of

REMARKS
No. Chainage SIDE Junction
58. 43+775 R.H.S T -
59. 44+470 L.H.S Y To Kakhanwali
60. 44+490 R.H.S Y -
61. 44+680 R.H.S Y To Ghumiara
62. 45+020 L.H.S T To Chak Minder Singh Wala
63. 45+070 L.H.S Y -
64. 45+070 R.H.S Y
65. 46+405 R.H.S Y To Lohara
66. 46+405 L.H.S Y To Lambi
67. 46+595 R.H.S T -
68. 47+560 R.H.S Y To Killanwala
69. 50+360 R.H.S Y To Waring Khera
Note : All the Minor junctions shall be redesigned to tie in with the main carriageway as per
manual. The crust for junctions excluding main carriageway & for meeting road upto the
length of 30.0 m from the edge of main carriageway shall be of flexible type with minimum
thickness as below :
 BC = 40 mm
 DBM = 50 mm
 Base & Sub base = As per manual
(b) Grade separated intersection with/without ramps
Sr. Location Salient Minimum length Road to be
No. features of viaduct to be carried over/under the
provided structures

NIL

4. ROAD EMBANKMENT AND CUT SECTION

4.1 Widening and improvement of the existing road embankment/cuttings and construction of
new road embankment/ cuttings shall conform to the Specifications and Standards given in
section 4 of the Manual and the specified typical cross sectional details. Deficiencies in the plan
and profile of the existing road shall be corrected.
Note: - 1.The water table in complete stretch of the alignment is high being water logged area.
The level of sub grade shall be fixed as per clause 4.2.1 of the Manual, subject to the condition
that proposed FRL of the road is not lower than provided in Plan and profile drawings. The final
FRL shall be fixed as per the provisions of Scheduled D with the consultations of PWD/ Authority
Engineer subject to the condition that the difference between Finish Road Levels and the ground
levels at the proposed centre line given in enclosed Plan & Profile shall be retained as minimum.
However, the FRL at structure locations and its approaches shall be governed by the minimum
clearance required as per specifications of manual and the requirement of vertical alignment.
4.2 Raising of the existing road (Refer to Paragraph 4.2.1 of the manual)
The existing road shall be raised in the following sections:

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 10
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Volume – III: Schedules

Section
Sr. No. Length in m Extent of raising
(from km to km)
As per Clause 4.1 of
1 0+000 to 26+450 26+450
Schedule B

Note:- 1.The water table in complete stretch of the alignment is high being water logged area. Hence
the level of sub grade shall be fixed as per clause 4.2.1 of the Manual , The capillary cut off
technique described under Para 4.7 of IRC:34-2011 for water logged area shall be adopted in
making embankment in reaches given under clause 4.2 of schedule-B as per the typical
drawing shown in Fig.4.7 (a) of the IRC:34-2011.

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

5.2 Type of pavement

Type of Pavement shall be flexible except at Toll Plaza location.
Note: The flexible pavement in the stretches given in clause 4.2 of schedule-B shall be designed in
accordance with clause 5.1.5 of the manual. A special treatment of capillary cut off technique as
explained in note-1 of clause 4.2 of schedule- B shall be adopted in this stretch.

5.3 Design requirements

5.3.1 Design Period and strategy
Flexible pavement for new pavement or for widening and strengthening of the existing
pavement shall be designed for a minimum design period of 15years and rigid pavement for 30
years. Stage construction shall not be permitted.

5.3.2 Design Traffic

Notwithstanding anything to the contrary contained in this Agreement or the Manual, the
Contractor shall design the flexible pavement for a minimum design traffic of 50 (Fifty) Million
Standard Axles.
In any case the crust composition for flexible pavement in widening & new construction shall
not be less than as specified under:

(i) New Construction/ Raising

BC =40 mm, DBM =100 mm, WMM = 250 mm, GSB = 230 mm. with a capillary cut off layer as
per Fig. 4.7( a )of IRC 34 : 2011.

(ii) Design of Overlay

Overlay shall be designed as per IRC:81-1997.Design period for overlay shall be 15 years.

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 11
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Design shall be computed for 50 MSA .The minimum overlay shall be as follows:-
Bituminous course (BC) = 40mm ,Dense Bituminous Macadam(DBM)=100 mm and Wet Mix
Macadam (WMM)=155 mm

(iii) Rigid Pavement.

Rigid Pavement shall be provided in the Toll plaza area from RD 5+025 to 5+425. Rigid
pavement shall be designed as per IRC-58 for a design period of 30 Years.
In any case the crust composition for rigid pavement shall not be less than as specified under:
Pavement Quality Concrete =280mm
Dry lean concrete =150mm
Granular Sub base =150mm
Sub Grade =500mm

(iv) Service Road:

The crust shall be designed for a minimum design traffic of 10 MSA as per clause 5.5.8 of IRC:
SP:73-2015 . The design shall be carried out as per IRC 37 subject to the following minimum
crust composition. Bituminous Concrete = 40mm + Dense Bituminous Macadam = 60mm+ Wet
Mix Macadam = 250mm+ Granular Sub Base = 230mm.

(v) Paver Blocks:

Minimum pavement thickness between carriageway and drain in built up areas (TCS-4)
 Paver Block(M-35) = 80 mm
 Sand Bed = 30 mm
 WMM = 250 mm
 GSB = 150 mm
 Sub grade = 500 mm

5.4 Reconstruction of stretches

The following stretches of the existing road shall be reconstructed. These shall be designed as
new pavement.
Stretch Remarks
Sr. No.
From km to km
1 30+365 to 30+665 Reconstruction.
2 32+665 to 33+265 Reconstruction.
3 36+965 to 37+465 Reconstruction.
4 37+915 to 38+065 Reconstruction.
5 43+065 to 43+265 Reconstruction.

6 Roadside Drainage:

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 12
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6.1 Drainage system including surface and subsurface drains for the Project Highway shall
be provided as per Section 6 of the Manual. The minimum locations/length of new construction
of RCC covered side drains shall be provided as below:
Location (Km) Length Size
Sr. No. Side
From To (M) (m)
At Junction RD 0+000 towards
1. 2 x 215 = 430 1.5x1.0 Both
Abohar city
2. 0+000 0+650 1300 1.5x1.0 Both
3. 15+865 16+560 1390 1.5x1.0 Both
4. 17+720 18+280 1120 1.5x1.0 Both
5. 24+265 25+115 1700 1.5x1.0 Both
6. 27+290 27+960 1340 1.5x1.0 Both
7. 32+800 33+310 1020 1.5x1.0 Both
8. 36+650 37+465 1630 1.5x1.0 Both
9. 37+465 38+030 1130 1.5x1.0 Both

Note : These drains shall be extended in a length that the water is disposed to the disposal
point
6.2 Rain Water Harvesting: As per Ministry of environment and forest notification dated 14-01-1997
as amended on 13-01-1998, 05-01-1999 and 06-11-2000.

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 and shall conform to the cross- sectional features and other
details specified therein.
7.1.2 Width of the carriageway of new bridges and structures shall be as follows:
Major Bridges: Nil
Minor Bridge: Nil

7.1.3 The following structures shall be provided with footpaths:

Sr. No. Location at Remarks

km
1 3+041 As per Fig. 7.6 of the Manual
2 5+958 As per Fig. 7.6 of the Manual
3 8+741 As per Fig. 7.6 of the Manual
4 25+278 As per Fig. 7.6 of the Manual
5 32+940 As per Fig. 7.6 of the Manual
6 40+909 As per Fig. 7.6 of the Manual
7 40+975 As per Fig. 7.6 of the Manual
8 42+595 As per Fig. 7.6 of the Manual

7.1.4 All bridges shall be high-level bridges.

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 13
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7.1.5 The following structures shall be designed to carry utility services specified in table below:

Sl. Bridge Utility service to be

Remarks
No. at km Carried
1 3+041 Utility services as per site requirement -
2 5+958 Utility services as per site requirement -
3 8+741 Utility services as per site requirement -
4 25+278 Utility services as per site requirement -
5 32+940 Utility services as per site requirement -
Utility services as per site requirement and
6 40+909 -
irrigation/ tube well water pipe lines.
Utility services as per site requirement and
7 40+975 -
irrigation/ tube well water pipe lines.
8 42+595 Utility services as per site requirement -

7.1.6 Cross-section of the new culverts and bridges at deck level for the Project Highway shall
conform to the typical cross-sections given in section 7 of the Manual.
7.1.7 Lining of the existing canals shall be reconstructed/repaired adjacent to the existing &
proposed bridges as per specifications & requirements of irrigation department.
7.1.8 Temporary diversion roads with provision of required waterway will be provided adjacent to
the proposed bridges before these are dismantled. This diversion shall be maintained and
dismantled after completion of project.
7.2 Culverts
7.2.1 Overall width of all culverts shall be equal to the roadway width of the approaches.
7.2.2 Reconstruction of existing culverts:
5 No. of existing culverts shall be abandoned.
2 No. culverts not to be considered in the project as left in the portion before start of the
project.
The b a l a n c e existing culverts at the following locations shall be re-constructed as
new culverts:
Culvert Span/Opening Remarks/
Sr. No. Type
Location (m) Minimum Width (m)
1. -0+072 Box 1X2X2 24.0
2. 0+381 Box 1X2X2 24 .0
3. 0+776 Box 1X2X2 24 .0
4. 1+805 Box 1X2X2 15 .0
5. 4+255 Pipe 1200 Dia 15 .0
6. 4+720 Pipe 1200 Dia 20 .0
7. 5+890 Box 1X2X2 15.0
8. 6+024 Box 1X2X2 15.0
9. 6+230 Box 1X2X2 15.0
10. 6+530 Box 1X2X2 15.0

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 14
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Culvert Span/Opening Remarks/

Sr. No. Type
Location (m) Minimum Width (m)
11. 7+018 Pipe 1200 Dia 15.0
12. 8+546 Pipe 1200 Dia 25.0
13. 8+850 Pipe 1200 Dia 25.0
14. 9+025 Box 1X2X2 20.0
15. 9+407 Box 1X2X2 20.0
16. 9+820 Box 1X2X2 20.0
17. 10+850 Box 1X2X2 24.0
18. 11+044 Box 1X2X2 18.0
19. 11+636 Box 1X2X2 15.0
20. 12+018 Box 1X2X2 15.0
21. 12+410 Box 1X2X2 15.0
22. 12+682 Box 1X2X2 18.0
23. 12+835 Pipe 1200 Dia 20.0
24. 13+473 Pipe 1200 Dia 15.0
25. 13+566 Box 1X3X2 16.0
26. 14+050 Pipe 1200 Dia 22.5
27. 15+180 Pipe 1200 Dia 20.0
28. 16+260 Pipe 1200 Dia 22.5
29. 18+270 Pipe 1200 Dia 22.5
30. 18+687 Pipe 1200 Dia 22.5
31. 18+935 Pipe 1200 Dia 22.5
32. 21+899 Pipe 1200 Dia 25.0
33. 22+560 Pipe 1200 Dia 15.0
34. 23+997 Pipe 1200 Dia 15.0
35. 24+967 Box 1X2X2 15.0
36. 25+552 Pipe 1200 Dia 15.0
37. 25+651 Box 1X2X2 15.0
38. 25+695 Pipe 1200 Dia 15.0
39. 25+902 Box 1X2X2 15.0
40. 26+435 Box 1X2X2 15.0
41. 27+290 Pipe 1200 Dia 15.0
42. 27+557 Pipe 1200 Dia 18.0
43. 28+424 Box 1X3X3 15.0
44. 29+053 Box 1 X 1.5 X 1.5 20.0
45. 29+470 Box 1 X 1.5 X 1.5 20.0
46. 29+986 Pipe 1200 Dia 15.0
47. 30+275 Box 1 X 1.5 X 1.5 15.0
48. 30+668 Box 1 X 1.5 X 1.5 15.0

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 15
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Culvert Span/Opening Remarks/

Sr. No. Type
Location (m) Minimum Width (m)
49. 30+803 Pipe 1200 Dia 15.0
50. 31+003 Box 1 X 1.5 X 1.5 15.0
51. 32+316 Box 1X2X2 15.0
52. 32+575 Box 1 X 1.5 X 1.5 15.0
53. 33+006 Pipe 1200 Dia 15.0
54. 33+475 Pipe 1200 Dia 15.0
55. 33+592 Box 1 X 1.5 X 1.5 15.0
56. 33+890 Box 1X2X2 15.0
57. 34+050 Box 1X2X2 15.0
58. 34+260 Box 1X2X2 15.0
59. 34+595 Box 1X2X2 15.0
60. 34+865 Box 1X2X2 15.0
61. 35+015 Pipe 1200 Dia 15.0
62. 35+537 Box 1X2X2 15.0
63. 36+045 Box 1X3X2 16.0
64. 36+423 Pipe 1200 Dia 15.0
65. 37+303 Pipe 1200 Dia 15.0
66. 38+029 Box 1X2X2 18.0
67. 38+315 Pipe 1200 Dia 15.0
68. 38+648 Box 1X2X2 15.0
69. 38+748 Box 1X2X2 15.0
70. 38+848 Pipe 1200 Dia 15.0
71. 39+253 Box 1X2X2 15.0
72. 39+495 Box 1X2X2 15.0
73. 39+996 Pipe 1200 Dia 20.0
74. 40+160 Box 1 X 1.5 X 1.5 27.0
75. 40+197 Pipe 1200 Dia 15.0
76. 40+325 Box 1 X 1.5 X 1.5 15.0
77. 40+665 Pipe 1200 Dia 20.0
78. 40+847 Box 1X2X2 36.0
79. 41+058 Box 1X2X2 36.0
80. 41+268 Pipe 1200 Dia 20.0
81. 41+510 Pipe 1200 Dia 20.0
82. 41+938 Pipe 1200 Dia 15.0
83. 43+344 Box 1 X 1.5 X 1.5 15.0
84. 43+545 Pipe 1200 Dia 15.0
85. 43+868 Box 1 X 1.5 X 1.5 15.0
86. 43+876 Box 1X3X2 16.0

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 16
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Culvert Span/Opening Remarks/

Sr. No. Type
Location (m) Minimum Width (m)
87. 43+888 Box 1X2X2 18.0
88. 44+350 Box 1 X 1.5 X 1.5 15.0
89. 44+578 Box 1 X 1.5 X 1.5 15.0
90. 45+138 Pipe 1200 Dia 15.0
91. 45+567 Box 1 X 1.5 X 1.5 15.0
92. 45+714 Pipe 1200 Dia 15.0
93. 46+135 Pipe 1200 Dia 15.0
94. 46+691 Pipe 1200 Dia 15.0
95. 47+036 Pipe 1200 Dia 15.0
96. 47+389 Pipe 1200 Dia 15.0
97. 47+550 Pipe 1200 Dia 15.0
98. 47+560 Box 2X2X2 18.0
99. 47+661 Pipe 1200 Dia 15.0
100. 48+557 Pipe 1200 Dia 15.0
101. 50+113 Box 1X2X2 15.0

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 Highway as per the typical cross section given in section 7 of the Manual.
Repairs and strengthening of existing structures where required shall be carried out.
Sr. No. Culvert location Type, span, height Repairs to be carried out
and width of [specify]
existing culvert(m)

Nil

7.2.4 Additional new culverts shall be constructed as per particulars given in the table below:

Sr. No. Culvert Location Span/Opening (m)

1 2+410* 1X1.200 , NP-4, HUME PIPE
2 2+720* 1 X 2 X 2, RCC BOX
3 3+360* 1X1.200 , NP-4, HUME PIPE
4 4+140* 1X1.200 , NP-4, HUME PIPE
5 4+990* 1X1.200 , NP-4, HUME PIPE
6 6+930* 1X1.200 , NP-4, HUME PIPE
7 7+360* 1 X 2 X 2, RCC BOX
8 7+560* 1 X 2 X 2, RCC BOX
9 8+160* 1 X 2 X 2, RCC BOX
10 10+160* 1X1.200 , NP-4, HUME PIPE
11 10+370* 1 X 2 X 2, RCC BOX

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 17
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Sr. No. Culvert Location Span/Opening (m)

12 10+560* 1 X 2 X 2, RCC BOX
13 11+320* 1X1.200 , NP-4, HUME PIPE
14 14+360* 1 X 2 X 2, RCC BOX
15 14+660* 1 X 2 X 2, RCC BOX
16 14+810* 1 X 2 X 2, RCC BOX
17 15+220* 1X1.200 , NP-4, HUME PIPE
18 17+110* 1X1.200 , NP-4, HUME PIPE
19 19+400* 1 X 2 X 2, RCC BOX
20 19+650* 1X1.200 , NP-4, HUME PIPE
21 20+120* 1X1.200 , NP-4, HUME PIPE
22 20+560* 1X1.200 , NP-4, HUME PIPE
23 21+110* 1X1.200 , NP-4, HUME PIPE
24 21+310* 1 X 2 X 2, RCC BOX
25 21+510* 1 X 2 X 2, RCC BOX
26 22+310* 1X1.200 , NP-4, HUME PIPE
27 23+180* 1X1.200 , NP-4, HUME PIPE
28 23+510* 1X1.200 , NP-4, HUME PIPE
29 24+260* 1X1.200 , NP-4, HUME PIPE
30 31+510* 1X1.200 , NP-4, HUME PIPE
31 43+000* 1X1.200 , NP-4, HUME PIPE
32 48+000* 1X1.200 , NP-4, HUME PIPE
At locations of Crossing
1X1.200 NP-4, HUME PIPE, Length as per site
33 of Link Roads at 30
requirements.
locations .

*The locations shown are tentative & shall be finalized in consultation with A.E./Client.

7.2.5 Repairs/replacements of railing/parapets, flooring and protection works of the existing

culverts shall be undertaken as follows:
Sr. No. Location of Culvert Remarks
NIL

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

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7.3.1 Existing bridges to be re- constructed/widened

(i) The existing bridges at the following locations shall be re-constructed as new
Structures:

Adequacy or
Bridge otherwise of the
Sr. Salient details of
location existing Remarks
No. existing bridge
(km) waterway, vertical
clearance, etc*
RCC Slab H.L. bridge over Existing bridge shall be
canal,abutment/pier of brick replaced with new
1 3+041 masonry Inadequate structure.
Span=3x4.6 m, Single Span 16.0 m(Skew)
Total width=7.75m as per
RCC Slab H.L. bridge over Fig. 7.6 of Manual
Existing bridge shall be
canal,abutment/pier of brick replaced with new structure.
Inadequate
2 5+958 masonry Single Span 20.0 m(Skew)
Span=1x 8.5 m, as per
Total width=7.60m Fig. 7.6 of Manual
RCC Slab H.L. bridge over Existing bridge shall be
canal,abutment/pier of brick replaced with new structure
Inadequate
3 32+940 masonry Single Span 20.0 m(Skew)
Span=3x5.5 m, as per
Total width=7.6m Fig. 7.6 of Manual

*Typical GAD attached.

The following narrow bridges shall be widened:
Location Existing Extent of Cross-section at deck level for
Sr. No.
(km) width widening (m) widening @
(m) Total width 16 m.
Carriageway= 11 m
7.50 Footpath =2x1.5 m
1 8+741 8.50
Crash Barriers =3x.50
RCC Railing = 1x0.50
(Total width as per Fig. 7.6 of Manual)
Total width 16 m.
Carriageway= 11 m
7.0 Footpath =2x1.5 m
2 25+275 9.0
Crash Barriers =3x.50
RCC Railing = 1x0.50
(Total width as per Fig. 7.6 of Manual)
Total width 16 m.
Carriageway= 11 m
7.50 Footpath =2x1.5 m
3 42+595 8.50
Crash Barriers =3x.50
RCC Railing = 1x0.50
(Total width as per Fig. 7.6 of Manual)
Note : The bridge will be either widened or reconstructed keeping in view :
i) The latest loading/codal provisions of IRC.
ii) Structural adequacy of existing structure
iii) Stability and serviceability of existing structure after widening.

7.3.2 Additional new bridges

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 19
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New bridges at the following locations on the Project Highway shall be constructed
parallel to the existing narrow bridge.
Major Bridge:
Sr. Bridge at Width of carriageway and cross Remarks
No. km sectional features @
Proposed Steel Bridge
Width of carriageway=11 m and Single Span 80.0 m
1 40+975 Railing= 2x0.50 m ,Footpath= 2x1.50 m , As per Fig. 7.6 of Manual
Crash barrier= 2x0.50 m (Parallel to existing narrow
Major Bridge on D/S)
Minor Bridge:

Sr. Bridge at Width of carriageway and cross

Remarks
No. km sectional features @
Proposed Steel Bridge
Width of carriageway=11 m and Single Span 30.0 m
1 40+909 Railing= 2x0.50 m ,Footpath= 2x1.50 m , As per Fig. 7.6 of Manual
Crash barrier= 2x0.50 m (Parallel to existing narrow
Minor Bridge on D/S)
7.3.3 The railings of existing bridges shall be replaced by crash barriers at the following
locations:
Sr. No. Location at km Remarks
R.C.C. crash barrier on both sides of existing bridge shall be
1 40+909
provided.
R.C.C. crash barrier on both sides of existing bridge shall be
2 40+975
provided.

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

follows:
Sr. 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
7.20 of the Manual
7.3.6 Structures in marine environment Nil
7.4. Rail-road bridges
7.4.1 Design, construction and detailing of ROB/RUB shall be as specified in section
of the Manual red along with MORTH circular No. RW-NH-35075/9/2006-& R(B) dated 2
Sep,2016

7.4.2 Road over-bridges

Road over-bridges (ROB) (road over rail) shall be provided at the following level crossings,

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 20
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as per GAD drawings attached:

Location of Level crossing Length of bridge

Sr. No.
(chainage km) (m)
Nil

Note:- *The span arrangement and height in railway portion shall be as per requirements of
railways/GAD to be approved by railways.
7.4.3 Road under-bridges
Road under-bridges (road under railway line) shall be provided at the following level
crossings, as per GAD drawings attached:

Location of Level
Number and length of span
Sl. No. crossing
(m)
(chainage km)
Nil

7.5 Grade separated structures

The grade separated structures shall be provided at the locations and of the type and
length specified in paragraphs 2.9 and 3 of this Annex-I.
Sr. Location
Type of Structure Remarks
No. ( km)
1 7+465 Cattle Under Pass (RCC Box.) 1x7x3 (17.0 m)
2 Cattle Under Pass (RCC Box.) 1x7x3 (17.0 m)
10+465
3 Cattle Under Pass (RCC Box.) 1x7x3 (17.0 m)
14+735
4 21+415 Cattle Under Pass (RCC Box.) 1x7x3 (17.0 m)

7.6 Repairs and strengthening of bridges and structures

The existing bridges and structures to be repaired/strengthened, and the nature and extent
of repairs /strengthening required are given below:
A. Bridges
Location of
Sr. No. Nature and extent of repairs /strengthening to be carried
bridge out
1 (km)
8+741
2 25+278 Visual inspection, Protection of foundation, Jacketing of sub
3 40+909 structure ,crack sealing treatment if any, replacement of
4 40+975 bearings, expansion joints and wearing coat etc.
5 42+595

B. ROB / RUB

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 21
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
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Location of Nature and extent of repairs /strengthening to be carried

Sl. No.
ROB/RUB (km) out

Nil

C. Overpasses/Underpasses and other structures

Sl. No. Location of Nature and extent of repairs /strengthening to be carried

Structure (km) out
Nil

7.7 List of Major Bridges and Structures

The following is the list of the Major Bridges and Structures:
Sr. No. Location
Major Bridge
1 40+975
Minor Bridge
1 3+041
2 5+958
3 8+741
4 25+278
5 32+940
6 40+909
7 42+595
Cattle Underpass
1 7+465
2 10+465
3 14+735
4 21+415

TRAFFIC CONTROL DEVICES AND ROAD SAFETY DEVICES

8.1 Traffic control devices and road s a f e t y d e v i c e s shall b e p r o v i d e d i n accordance

with Section 9 of the Manual.
8.2 Properly designed 3.0 m high G.I. wire chain link fence with supporting structure & foundation
will be provided on both sides at ROW in the wild life sanctuary from RD 5+500 to RD 22+500.
Its design will be as per requirements of wild life department.
9 ROADSIDE FURNITURE
9.1 Roadside furniture shall be provided in accordance with the provisions of
Section 9 of the Manual. In addition to the provision as per Section 9. Specially designed
fence 3.0 m high in wildlife sanctuary portion from Km. 5+500 to Km. 22+500 shall be
fixed. Fencing & any other furniture required for wildlife area shall be provided as per the
requirements of wild life (Ministry of Environment & forest).

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 22
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9.2 Overhead traffic signs: location and size

(i) Full width Overhead traffic signs – Minimum 4 nos.
(ii) Cantilever type Overhead traffic signs – Minimum 8 nos.
10 Compulsory Afforestation
10.1 Refer to section 11 of the Manual and Double the number of trees
which will be u p r o o t e d required to be planted by the Contractor as compensatory
afforestation - Minimum 20,000 No.
10.2 Barricading of the ROW with plantation of hedge like species (Ficus/Poplars) as per clause 1(vi)a
of NHAI policy matter 10.01.16/2017.

11. hazardous Locations

The safety barriers shall also be provided at the following hazardous locations:

Sl. No. Location stretch from (km) to (km) LHS/RHS

As per the Manual

12 Special requirement for hill roads: Nil

13 Change of Scope
The length of Structures and bridges specified herein above shall be treated as an
approximate assessment. 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.

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 23
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Annex-1 (Schedule : B)

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 24
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Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 25
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 26
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 27
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 28
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 29
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 30
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 31
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 32
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 33
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 34
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
Govt. of Punjab PWD B&R Branch Request For Proposal – Bid Document
Volume – III: Schedules

Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 35
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab
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Rehabilitation & upgradation to 2 Lane with paved Shoulders of Abohar-Sito-Gunno-Dabwali Road from 36
Km. 0.00 to Km. 50.885 of In-Principle approved NH including construction of one High Level Major Steel
Bridge on EPC Mode in the State of Punjab