National Highways Authority of India

Schedule - H
(See Clauses10.1 (iv) and 19.3)

Contract Price Weightages

1.1 The Contract Price for this Agreement is Rs. *****

1.2 Proportions of the Contract Price for different stages of Construction of the Project
Highway shall be as specified below:

Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
Road works 18.15% A- Widening and strengthening of existing road
including culverts,
(1) Earthwork up to top of the sub-grade -
widening and repair
of culverts. (2) Sub-base Course -

(3) Non-Bituminous Base Course -

(4) Bituminous Base Course -

(5) Wearing Coat -

(6) Widening and repair of culverts -

B.1- Reconstruction/New 4-lane realignment/
bypass (flexible pavement)
(1) Earthwork up to top of the sub-grade -

(2) Sub-base Course -

(3) Non-Bituminous Base Course -

(4) Bituminous Base Course -

(5) Wearing Coat -

B.2- Reconstruction/New 4-lane realignment/
bypass (Rigid Pavement)
(1) Earthwork up to top of the sub-grade -

(2) Sub-base Course -

(3) Dry Lean Concrete (DLC) Course -

(4) Pavement Quality Control (PQC) Course -

C.1- Reconstruction/ New service road/Widening
and Strengthening of Existing service Road/Slip
Road (Flexible pavement)
(1) Earthwork up to top of the sub-grade 8.77%

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Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
(2) Sub-base Course 19.37%
(3) Non-Bituminous Base Course 20.28%

(4) Bituminous Base Course 27.81%

(5) Wearing Coat 18.62%

C.2- Reconstruction/ New Service Road/ (Rigid
Pavement)
(1) Earthwork up to top of the sub-grade -

(2) Sub-base Course -

(3) Dry Lean Concrete (DLC) Course -

(4) Pavement Quality Control (PQC) Course -

D- Re-Construction and New culverts on existing
road, realignments, bypasses:
Culverts (length < 6 m) 3.50%

E- Widening and repair of culverts

Culverts 1.65%

Minor Bridge/ 11.03% A.l- Widening and Repair of Minor bridges

Underpasses/ (length> 6 m and < 60 m)
Overpasses Minor bridges 4.64%
A.2- New Minor bridges/Additional New
Bridges/Reconstruction of Existing bridge (length
>6 and <60 m.)
(1) Foundation + Sub-structure: On completion of 27.93%
the foundation work including foundations for wing
and return walls, abutments, piers upto the
abutment/pier cap.
(2) Super-structure: On completion of the 8.77%
superstructure in all respects including wearing coat,
bearings, expansion joints, hand rails, Crash barriers,
road signs & markings, tests on completion etc.
complete in all respect.
(3) Approaches: On completion of approaches 8.36%
including Retaining walls, stone pitching, protection
works complete in all respect, tests on completion in
all respect and fit for use.
(4) Guide Bunds and River Training Works: On

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Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
completion of Guide Bunds and river Training -
Works complete in all respects
B.1- Widening and Repair of underpasses/
overpasses -

Underpasses/ Overpasses
-
B.2- New underpasses/ overpasses
(1) Foundation + Sub-structure: On completion of 16.48%
the foundation work including foundations for wing
and return walls, abutments, piers upto the
abutment/pier cap.
(2) Super-structure: On completion of the 4.93%
superstructure in all respects including wearing coat,
bearings, expansion joints, hand rails, crash barriers,
road signs & markings, tests on completion etc.
complete in all respect.
Wearing Coat (a) in case of Overpass - wearing coat
including expansion joints complete in all respects as
specified and (b) in case of underpass- rigid
pavement including drainage facility
complete in all respects as specified as specified.
(3) Approaches: On completion of approaches 28.89%
including Retaining walls/ Reinforced Earth walls,
stone pitching, protection works complete in all
respect and fit for use.

Major bridge 48.59% A.1- Widening and repairs of Major Bridges

(length>60 m)
(1) Foundation -
works and
ROB/RUB/elevated (2) Sub- Structure -
sections/Flyovers (3) Super-structure (including bearings) -
including viaduct, if
(4) Wearing Coat including expansion joints -
any
(5) Miscellaneous Items like hand rails, crash -
barriers, road markings etc.)
(6) Wing walls/return walls -

(7) Guide Bunds, River Training works etc. -

(8) Approaches (including Retaining walls, stone -
pitching and protection works)

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Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
A.2- New Major bridges -

(1) Foundation -

(2) Sub- Structure -

(3) Super-structure (including bearings) -

(4) Wearing Coat including expansion joints -

(5) Miscellaneous Items like hand rails, crash -
barriers, road markings etc.)
(6) Wing walls/return walls -

(7) Guide Bunds, River Training works etc. -

(8) Approaches (including Retaining walls, stone -
pitching and protection works)
B.l- Widening and repair of ROB/ RUB
(1) Foundation -

(2) Sub-structure -

(3) Super-structure (including bearings) -

(4) Wearing Coat (including expansion joints -
complete in all respects as specified)
(5) Miscellaneous Items like hand rails, crash -
barriers, road markings etc.)
(6) Wing walls/return walls -
(7) Approaches (including Retaining walls, stone -
pitching and protection works)
B.2- New ROB/ RUB
(1) Foundation -

(2) Sub-structure -

(3) Super-structure (including bearings) -

(4) Wearing Coat (including expansion joints -
complete in all respects as specified)
(5) Miscellaneous Items like hand rails, crash -
barriers, road markings etc.)
(6) Wing walls/return walls -
(7) Approaches (including Retaining -
walls/Reinforced Earth wall, stone pitching and
protection works)

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Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
C.1- Widening and repair of Elevated
Section/Flyovers/ Grade Separators
(1) Foundation -

(2) Sub-structure -

(3) Super-structure (including bearings) -

(4) Wearing Coat including expansion joints -

(5) Miscellaneous Items like hand rails, crash -
barriers, road markings etc.)
(6) Wing walls/return walls -
(7) Approaches (including Retaining -
walls/Reinforced Earth wall, stone pitching and
protection works)
C.2-New Elevated Section/Flyovers/ Grade
Separators
(1) Foundation 3.91%

(2) Sub-structure 4.57%

(3) Super-structure (including bearings) 7.30%

(4) Wearing Coat including expansion joints 0.28%

(5) Miscellaneous Items like hand rails, crash 16.76%
barriers, road markings etc.)
(6) Wing walls/return walls -
(7) Approaches (including Retaining 67.19%
walls/Reinforced Earth wall, stone pitching and
protection works)

Other works 20.57% (i) Toll Plaza -

(ii) Road side drains 22.56%

(iii) Highway Lighting 7.98%

(iv) Road signs, markings, km stones, safety devices 12.42%
(Road Studs, Flexible Median Marker, Solar Blinker,
Traffic Impact Attenuators, Kerb, etc)
(v) Thrie Metal Beam Crash barrier 16.05%

(vi) Pedestrian Guard Rail 15.49%

(vii) Project Facilities

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Weightage
in percentage Percentage
Item Stage for Payment
to the Contract weightage
Price
1 2 3 4
(a) Bus Bays with Passenger Shelter 2.47%

(b) Truck lay-byes 1.32%

(c) Rest Area

(d) Others (Separator, Raised Footpath, Retaining 13.55%
wall, Toe wall etc)
(viii) Roadside plantation
(ix) Repair of protection works other than approaches -
to the bridges, elevated sections/ flyovers/grade
separators and ROBs/ RUBs
1.38%
(x) Safety and traffic management during
construction

(xi) Junction Development 6.79%

1.67% (i) EHT line -

(ii) EHT crossings -

Electrical Utilities (iii) HT/LT Line 90.50%

and Public Health (iv) HT/LT crossings 9.17%
Utilities (Water
(v) Water pipeline -
Pipelines & Sewage
Lines) (vi) Water pipeline crossings 0.34%

(vii) Sewage lines -

(viii) Sewage line crossings -

1.3 Procedure of estimating the value of work done.

1.3.4 Road works. Procedure for estimating the value of road work done shall be as follows:
Table 1.3.1
Stage of Payment Weightage Payment Procedure
1 2 3
A- Widening and strengthening of existing road
(1) Earthwork up to top of the sub-grade - --NA--
(2) Sub-base Course -
(3) Non-Bituminous Base Course -

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Stage of Payment Weightage Payment Procedure

1 2 3
(4) Bituminous Base Course -
(5) Wearing Coat -
(6) Widening and repair of culverts - --NA--
B.1- Reconstruction/New 4-lane realignment/
bypass (flexible pavement)
(1) Earthwork up to top of the sub-grade - --NA--
(2) Sub-base Course -
(3) Non-Bituminous Base Course -
(4) Bituminous Base Course -
(5) Wearing Coat -
B.2- Reconstruction/New 4-lane realignment/
bypass (Rigid Pavement)
(1) Earthwork up to top of the sub-grade - --NA--
(2) Sub-base Course -
(3) Dry Lean Concrete (DLC) Course -
(4) Pavement Quality Control (PQC) Course -
C.1- Reconstruction/ New service road/Widening
and Strengthening of Existing service Road/Slip
Road (Flexible pavement)
(1) Earthwork up to top of the sub-grade 8.77% Unit of measurement is linear length.
Payment of each stage shall be made on
(2) Sub-base Course 19.37%
pro rata basis on completion of a stage in
(3) Non-Bituminous Base Course 20.28% full length or One km length, whichever is
(4) Bituminous Base Course 27.81% less.
(5) Wearing Coat 18.62%
C.2- Reconstruction/ New Service Road/ (Rigid
Pavement)
(1) Earthwork up to top of the sub-grade - --NA--
(2) Sub-base Course -
(3) Dry Lean Concrete (DLC) Course -
(4) Pavement Quality Control (PQC) Course -
D- Re-Construction and New culverts on existing
road, realignments, bypasses:
Culverts (length < 6 m) 3.50% Cost of each culvert shall be determined
on pro rata basis with respect to the total
E- Widening and repair of culverts 1.65%
number of culverts. Payment shall be
made on the completion of equivalent

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Stage of Payment Weightage Payment Procedure

1 2 3
width of 2 lane carriageway .

@. For example, if the total length of bituminous work to be done is 100 km, the cost per km of
bituminous work shall be determined as follows:
Cost per km = P x weightage for road work x weightage for bituminous work x (1/L)
Where P= Contract Price
L = Total length in km
Similarly, the rates per km for other stages shall be worked out accordingly.
Note:
The length affected due to law-and-order problems or litigation during execution due to
which the Contractor is unable to execute the work, may be deducted from the total project
length for payment purposes. The total length calculated here is only for payment purposes
and will not affect and referred to in other clauses of the Contract Agreement.

1.3.2 Minor Bridges and Underpasses/Overpasses.

Procedure for estimating the value of Minor bridge and Underpasses/Overpasses shall be as stated in
table 1.3.2:
Table 1.3.2

Stage of Payment Weightage Payment Procedure

1 2 3
A.l- Widening and Repair of Minor
bridges (length> 6 m and < 60 m)
Minor bridges 4.64% Cost of each minor bridge shall be determined on pro
rata basis with respect to the total linear length of the
minor bridges. Payment shall be made on the
completion of widening & repair works of a minor
bridge.
A.2- New Minor bridges/Additional
New Bridges/Reconstruction of
Existing bridge (length >6 and <60
m.)
(1) Foundation + Sub-structure: On 27.93% Foundation + Sub-Structure: Cost of each minor
completion of the foundation work bridge shall be determined on pro- rata basis with
including foundations for wing and respect to the total linear length (m) of the minor
return walls, abutments, piers upto bridges. Payment against foundation +sub-structure
the abutment/pier cap. shall be made on pro-rata basis on completion of a
stage i.e. not less than 25% of the scope of foundation
+Sub structure of each bridge subject to completion of
at least two foundations along with sub-structure up to
abutment/ pier cap level of each bridge.

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Stage of Payment Weightage Payment Procedure

1 2 3
In case where load testing is required for foundation,
the trigger of first payment shall include load testing
also where specified.
(2) Super-structure: On completion of 8.77% Super-structure: Payment shall be made on pro-rata
the superstructure in all respects basis on completion of a stage i.e., completion of
including wearing coat, bearings, super-structure of at least one span in all respects as
expansion joints, hand rails, Crash specified in the column of “Stage of Payment” In this
barriers, road signs & markings, tests sub-clause excluding any payment made in pursuance
on completion etc. complete in all to here in under:
respect. If precast girders/segments are used, on casting of all
such girders and segments for at least one span and on
submission of Indemnity Bond by the Contractor,
40% of the actual cost of such precast
girders/segments determined based on SoR prevalent
on the Base date within 30 days of submission of the
bill therefor. In case the Contract Price is lower/
higher than the Estimated Project Cost as per RFP,
then the SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance payment shall
be after erection of / launching of these elements as
per stage payment stipulations.
(3) Approaches: On completion of 8.36% Approaches: Payment shall be made on pro-rata
approaches including Retaining basis on completion of a stage i.e. completion of
walls, stone pitching, protection approaches in all respect as specified in the column of
works complete in all respect, tests “Stage of Payment” in this sub-clause.
on completion in all respect and fit
for use.
(4) Guide Bunds and River Training - --NA--
Works: On completion of Guide
Bunds and river Training Works
complete in all respects
B.1- Widening and Repair of
underpasses/ overpasses
Underpasses/ Overpasses - --NA--
B.2- New underpasses/ overpasses
(1) Foundation + Sub-structure: On 16.48% Foundation +Sub- Structure: Cost of each
completion of the foundation work Underpass/Overpass shall be determined on pro
including foundations for wing and rata basis with respect to the total linear length
return walls, abutments, piers upto (m) of the Underpasses/Overpasses.
the abutment/pier cap. Payment against foundation + sub- structure shall be
made on pro-rata basis on completion of a stage i.e.
not less than 25% of the scope of foundation + sub-
structure of each Underpasses/Overpasses subject to

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Stage of Payment Weightage Payment Procedure

1 2 3
completion of at least two foundations along with
sub-structure up to abutment/pier cap level each
underpass/ overpass.
In case where load testing is required for foundation,
the trigger of first payment shall include load testing
also where specified.
(2) Super-structure: On completion of 4.93% Super-structure: Payment shall be made on pro-rata
the superstructure in all respects basis on completion of a stage i.e., completion of
including wearing coat, bearings, super-structure of at least length equivalent to two
expansion joints, hand rails, crash lane width carriageway as specified in the column of
barriers, roadsigns & markings, tests “Stage of Payment” In this sub-clause excluding any
on completion etc. complete in all payment made in pursuance to here in under:
respect. If precast girders/segments are used, on casting of all
Wearing Coat (a) in case of Overpass such girders and segments for at least one span and on
- wearing coat including expansion submission of Indemnity Bond by the Contractor,
joints complete in all respects as 40% of the actual cost of such precast
specified and (b) in case of girders/segments determined based on SoR prevalent
underpass- rigid pavement including on the Base date within 30 days of submission of the
drainage facility bill therefor. In case the Contract Price is lower/
complete in all respects as specified higher than the Estimated Project Cost as per RFP,
as specified. then the SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance payment shall
be after erection of / launching of these elements as
per stage payment stipulations.
(3) Approaches: On completion of 28.89% Approaches: Payment shall be made on pro-rata
approaches including Retaining basis on completion of a stage i.e. completion of one
walls/ Reinforced Earth walls, stone side approach of at least one structures approaches in
pitching, protection works complete all respect as specified excluding any payment made
in all respect and fit for use. in pursuance to here in under: If Reinforced Earth
Wall is used with Fascia Panels/Blocks, on casting of
all the Fascia Panels/Blocks of all approaches and on
submission of Indemnity Bond by the Contractor,
40% of the actual cost of such precast
girders/segments determined based on SoR prevalent
on the Base date within 30 days of submission of the
bill therefor. In case the Contract Price is
lower/higher than the Estimated Project Cost as per
RFP, then the SOR rates shall be reduced/ increased
in the same proportion accordingly. Balance payment
shall be after erection of/ launching of these elements
as per stage payment stipulations.

1.3.3 Major Bridge works ROB/RUB and Structures.

Procedure for estimating the value of Major Bridge works, ROB/RUB and Structures

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shall be as stated in table 1.3.3:

Table 1.3.3
Stage of Payment Weightage Payment Procedure
1 2 3
A.1- Widening and repairs of
Major Bridges
(1) Foundation - --NA--
(2) Sub- Structure - --NA--
(3) Super-structure (including - --NA--
bearings)
(4) Wearing Coat including expansion - --NA--
joints
(5) Miscellaneous Items like hand - --NA--
rails, crash barriers, road markings
etc.)
(6) Wing walls/return walls - --NA--
(7) Guide Bunds, River Training - --NA--
works etc.
(8) Approaches (including Retaining - --NA--
walls, stone pitching and protection
works)
A.2- New Major bridges
(1) Foundation - --NA--
(2) Sub- Structure - --NA--
(3) Super-structure (including - --NA--
bearings)
(4) Wearing Coat including expansion - --NA--
joints
(5) Miscellaneous Items like hand - --NA--
rails, crash barriers, road markings
etc.)
(6) Wing walls/return walls - --NA--
(7) Guide Bunds, River Training - --NA--
works etc.
(8) Approaches (including Retaining - --NA--
walls, stone pitching and protection
works)
B.l- Widening and repair of ROB/
RUB
(1) Foundation - --NA--
(2) Sub-structure - --NA--

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Stage of Payment Weightage Payment Procedure

1 2 3
(3) Super-structure (including - --NA--
bearings)
(4) Wearing Coat (including - --NA--
expansion joints complete in all
respects as specified)
(5) Miscellaneous Items like hand - --NA--
rails, crash barriers, road markings
etc.)
(6) Wing walls/return walls - --NA--
(7) Approaches (including Retaining - --NA--
walls, stone pitching and protection
works)
B.2- New ROB/ RUB
(1) Foundation - --NA--
(2) Sub-structure - --NA--
(3) Super-structure (including - --NA--
bearings)
(4) Wearing Coat (including - --NA--
expansion joints complete in all
respects as specified)
(5) Miscellaneous Items like hand - --NA--
rails, crash barriers, road markings
etc.)
(6) Wing walls/return walls - --NA--
(7) Approaches (including Retaining - --NA--
walls/Reinforced Earth wall, stone
pitching and protection works)
C.1- Widening and repair of
Elevated Section/Flyovers/ Grade
Separators
(1) Foundation - --NA--
(2) Sub-structure - --NA--
(3) Super-structure (including - --NA--
bearings)
(4) Wearing Coat including expansion - --NA--
joints
(5) Miscellaneous Items like hand - --NA--
rails, crash barriers, road markings
etc.)
(6) Wing walls/return walls - --NA--

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Stage of Payment Weightage Payment Procedure

1 2 3
(7) Approaches (including Retaining - --NA--
walls/Reinforced Earth wall, stone
pitching and protection works)
C.2-New Elevated Section/Flyovers/
Grade Separators
(1) Foundation 3.91% Foundation: Cost of each structure shall be
determined on pro rata basis with respect to the total
linear length (m) of the structure. Payment against
foundation shall be made on pro-rata basis on
completion of a stage i.e. not less than 25% of the
scope of foundation of the structure subject to
completion of at least two foundations of the
structure.
In case where load testing is required for foundation,
the trigger of first payment shall include load testing
also where specified.
(2) Sub-structure 4.57% Sub-Structure: Payment against Sub-Structure shall
be made on pro-rata basis on completion of a stage
i.e. not less than 25% of the scope of sub- structure of
the structure subject to completion of at least two sub-
structures of abutments/piers up to abutment/pier cap
level of the structure.
(3) Super-structure (including 7.30% Super-structure: Payment shall be made on pro-rata
bearings) basis on completion of a stage i.e., completion of
super-structure of at least one span equivalent to two
lane width of carriageway in all respects as specified
in the column of “Stage of Payment” In this sub-
clause excluding any payment made in pursuance to
here in under: If precast girders/segments are used, on
casting of all such girders and segments for at least
one span and on submission of Indemnity Bond by the
Contractor, 40% of the actual cost of such precast
girders/segments determined based on SoR prevalent
on the Base date within 30 days of submission of the
bill therefor. In case the Contract Price is lower/
higher than the Estimated Project Cost as per RFP,
then the SOR rates shall be reduced/ increased in the
same proportion accordingly. Balance payment shall
be after erection of / launching of these elements as
per stage payment stipulations.
(4) Wearing Coat including expansion 0.28% Wearing Coat: Payment shall be made on completion
joints of wearing coat including expansion joints complete
in all respects as specified
(5) Miscellaneous Items like hand 16.76% Miscellaneous: Payments shall be made on

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Stage of Payment Weightage Payment Procedure

1 2 3
rails, crash barriers, road markings completion of all miscellaneous works like hand rails,
etc.) crash barriers, road markings etc. complete in all
respects as specified.
(6) Wing walls/return walls - Wing walls/return walls: Payments shall be made on
completion of all wing walls/return walls complete in
all respects as specified.
(7) Approaches (including Retaining 67.19% Approaches: Payments shall be made on completion
walls/Reinforced Earth wall, stone of at least one approaches including stone pitching,
pitching and protection works) protection works, etc. complete in all respects as
specified excluding any payment made in pursuance
to here in under:
If Reinforced Earth Wall is used with Facia
Panels/Blocks, on casting of all the Facia
Panels/Blocks of all approaches and on submission of
Indemnity Bond by the Contractor, 40% of the actual
cost of such precast girders/segments determined
based on SoR prevalent on the Base date within 30
days of submission of the bill therefor. In case the
Contract Price is lower/ higher than the Estimated
Project Cost as per RFP, then the SOR rates shall be
reduced/ increased in the same proportion
accordingly. Balance payment shall be after erection
of / launching of these elements as per stage payment
stipulations.

1.3.4 Other works.

Procedure for estimating the value of other works done shall be as stated in table
1.3.4:
Table 1.3.4
Stage of Payment Weightage Payment Procedure
1 2 3
(i) Toll Plaza - --NA--
(ii) Roadside drains 22.56% Unit of measurement is linear length in km.
Payment shall be made on pro rata basis on
completion of a stage in a length of not less than
10 % (ten per cent) of the total length
(iii) Highway Lighting 7.98% Payment shall be made on pro rata basis for
completed facilities.
(iv) Road signs, markings, km stones, 12.42% Unit of measurement is linear length in km.
safety devices (Road Studs, Flexible Payment shall be made on pro rata basis on
Median Marker, Solar Blinker, Traffic completion of a stage in a length of not less than
Impact Attenuators, Kerb, etc) 10 % (ten per cent) of the total length

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Stage of Payment Weightage Payment Procedure

1 2 3
(v) Thrie Metal Beam Crash barrier 16.05%
(vi) Pedestrian Guard Rail 15.49%
(vii) Project Facilities Payment shall be made on pro rata basis for
completed facilities.
(a) Bus Bays with Passenger Shelter 2.47%
(b) Truck lay-byes 1.32%
(c) Rest Area -
(d) Others (Separator, Raised Footpath, 13.55%
Retaining wall, Toe wall etc)
(viii) Roadside plantation - --NA--
(ix) Repair of protection works other than - --NA--
approaches to the bridges, elevated
sections/ flyovers/grade separators and
ROBs/ RUBs
(x) Safety and traffic management during 1.38% Payment shall be made on pro rata basis every
construction six months.
(xi) Junction Development 6.79% Payment shall be made on pro rata basis for
completion of development of At grade junction
below the structures and other Major/ Minor at
grade junctions.

1.3.5 Electrical utilities and public health utilities (water pipelines and sewage lines)
Procedure for estimating the value of Electrical utilities and public health utilities (water
pipelines and sewage lines) done shall be as stated in table 1.3.5:
Table 1.3.5

Stage of Payment Weightage Payment Procedure

1 2 3
(i) EHT line - --NA--
(ii) EHT crossings - --NA--
(iii) HT/LT Line 90.50% Unit of measurement is as per completed activities. Cost per
activity shall be determined on pro-rata basis as per its
weightage with reference to total cost of LT/HT line. Payment
shall be made for completed activity. (The average weightage
of major activities (only for payment purpose) in shifting work
is (i) Erection of Poles-20%, (ii) Conductor stringing including
laying of cable-30%. (iii) DTR erection (if involved)-10% and
(iv) Charging of line including dismantling and site clearance-
40% (with DTR) and 50% (without DTR)
(iv) HT/LT crossings 9.17% Cost of each crossing shall be determined on pro-rata basis

Long Term Measures for rectification of 4 nos. MoRTH identified Accident

H-15 | P a g e
Blackspots on Jetpur - Somnath section of NH-151 in the state of Gujarat on EPC
Basis
 National Highways Authority of India

Stage of Payment Weightage Payment Procedure

1 2 3
with reference to total no. of crossings. Payment shall be made
for not less than 25% of the crossings subject to a minimum of
10 crossings.
(v) Water pipeline - --NA--
(vi) Water pipeline 0.34% Cost of each crossing shall be crossing determined on pro-rata
crossings basis with reference to total no. of crossings. Payment shall be
made for not less than 25% of the crossings.
(vii) Sewage lines - --NA--
(viii) Sewage line crossings - --NA--

2. Procedure for payment for Maintenance

2.1 The cost for maintenance shall be as stated in Clause 14.1.1.
2.2 Payment for Maintenance shall be made in quarterly installments in accordance
with the provisions of Clause 19.7.

Long Term Measures for rectification of 4 nos. MoRTH identified Accident

H-16 | P a g e
Blackspots on Jetpur - Somnath section of NH-151 in the state of Gujarat on EPC
Basis