figure 1 : typical cross section (ch. 0.030 km to ch. 0

AMEN

DM

ENT

- 1C

L

Figure 1 : Typical Cross section(Ch. 0.030 km to Ch. 0.119 km)

BC

DBM

Granular Base

Granular Sub Base as Drainage Layer

Granular Sub Base as Separation Layer

500mm Thick Selective Sub-grade

Selected Fill for Embankment

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

2mVariable Variable

RCC Retaining Wall

PCC Wall

Lined Drain (Approach Slab

should be provided where

Cross road exists)

2.0m

Space for Maintenance Office, Bus bay, etc

Space for Medical Assistance Booth, Bus Bay, etc.

Safety Barrier as per Codal Provision

Conc. Block Pavement as required

C

L

Figure 2A : Typical Cross section at RE Wall Portion(Ch: 0.119Km to Ch:0.213Km)

R

O

W

R

O

W

R

O

W

11.5m11.5m 1.5m

0.5m 0.5m

BC

DBM

Granular Base



500mm Thick Selective Subgrade

Fill Materials

Main Carriageway

Main Carriageway

9m 2m9m2m

Slip Road

Slip Road

RCC Retaining Wall

PCC Wall



Cross road exists)


PROJECT

Construction of proposed 6 lane Elevated connector between Belghoria Expressway and Kalyani

Expressway including widening of Kalyani Expressway to 6 lane from Nimta to Muragacha (total length 4.565

km) (Phase - I) on EPC mode in the district of North 24 Parganas in West Bengal

AUTHORITY

WEST BENGAL HIGHWAY DEVELOPMENT

CORPORATION LIMITED

Revision No.:

Not to Scale

September 2018

R0

Dwg. No.:DBKE/Ph-I/SA-PA/TCS/01

SEGMENT A

PART A

Scale:

Date:

AMEN

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- 1

BC

DBM

Granular Base




Figure 3A : Typical Cross section at Viaduct Portion (variable height)(Ch:0.213Km To Ch:0.433Km )

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

Pile Cap

11.5m 11.5m0.50m

1.50m

0.50m

Main CarriagewayMain Carriageway

7.5m

Clear height atleast 5.5m


7.5m1.5m 1.5m 2.0m2.0m

Pier Cap

Slip Road

Slip Road



BC

DBM

Granular Base


BC

DBM

Granular Base



Selective Subgrade

Pile Cap

Figure 4A : Typical Cross Section Viaduct Portion (Full Height)(Ch: 0.433 km to 1.200 km)

11.5m 11.5m0.50m

1.50m

0.50m

Cle

ar h

eig

ht a

tle

ast 5

.5

m

Cle

ar h

eig

ht a

tle

ast 5

.5

m

8m4m2m 8m 4m 2m

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

Slip Road

Slip Road

Service Road

Service Road


PROJECT




AUTHORITY


CORPORATION LIMITED

Revision No.:

Not to Scale

September 2018

R0


SEGMENT A

PART A

Scale:

Date:

AMEN

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ENT

- 1



BC

DBM

Granular Base


BC

DBM

Granular Base



Selective Subgrade

Pile Cap

Figure 4B : Typical Cross Section Viaduct Portion (Full Height)(Ch: 1.200 km to 1.493 km)

11.5m 11.5m0.50m

1.50m

0.50m



8m4m2m 8m 4m 2m

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

Slip Road

Slip Road

Service Road

Service Road


BC

DBM

Granular Base




Figure 3A : Typical Cross section at Viaduct Portion (variable height)(Ch:0.213Km To Ch:0.433Km )

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

Pile Cap

11.5m 11.5m0.50m

1.50m

0.50m


7.5m

Cle

ar h

eig

ht a

tle

ast 5

.5

m

Cle

ar h

eig

ht a

tle

ast 5

.5

m

7.5m1.5m 1.5m 2.0m2.0m

Pier Cap

Slip Road

Slip Road

PROJECT




AUTHORITY


CORPORATION LIMITED

Revision No.:

Not to Scale

September 2018

R0


SEGMENT A

PART A

Scale:

Date:

AMEN

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- 1C

L

Figure 2B : Typical Cross section at RE Wall Portion(Ch: 1.688 km to 1.792 km)

R

O

W

R

O

W

R

O

W

11.5m11.5m 1.5m

0.5m 0.5m

BC

DBM

Granular Base




Fill Materials

Main Carriageway

Main Carriageway

9m 2m9m2m

Slip Road

Slip Road

BC

DBM

Granular Base




C

L

Figure 5 : Typical Cross section(Ch: 1.792Km to Ch: 2.00Km)

BC

DBM

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

11.5m 11.5m

0.5m 0.5m

Main Carriageway

Main Carriageway

2m 8.5m 8.5m 2m

Variable Variable

Slip Road

Slip Road

Granular Base




PROJECT




AUTHORITY


CORPORATION LIMITED

Revision No.:

Not to Scale

September 2018

R0


SEGMENT A

PART A

Scale:

Date:

AMEN

DM

ENT

- 1

BC

DBM

Granular Base

Granular Sub Base for Drainage &

Separation layers

Figure: 7 - Typical Cross section at Viaduct Portion (Full Height) (Ch: 3+240

to Ch: 3+515 & Ch. 3+620 to Ch. 3+895)

BC

DBM

Granular Base


Separation Layers

7.5m7.5m1.5m

5.5m1.5m

2m 7.5m

8m 0.5m0.5m

Cra

sh

B

arrie

r

Cra

sh

B

arrie

r

Subgrade

1.5m

5.5m 1.5m

2m

RO

WR

OW

RO

W

RO

W

RO

WR

OW


RCC Retaining Wall

PCC Wall



Cross Road exists)


RCC Retaining Wall

PCC Wall



Cross Road exists)

BC

DBM

Granular Base


Separation layers

Figure: 6 - Typical Cross section at Viaduct Portion (Full Height) &

Intersection with Kalyani Expressway (Ch: 3+515 to Ch: 3+620)

BC

DBM

Granular Base


Separation Layers

7.5m7.5m1.5m

5.5m1.5m

2m 7.5m

8m 0.5m0.5m

Cra

sh

B

arrie

r

Cra

sh

B

arrie

r

Subgrade

RO

WR

OW

RO

W


RCC Retaining Wall

PCC Wall



Cross Road exists)

PROJECT




AUTHORITY


CORPORATION LIMITED

Scale:

Revision No.:

Date:

Not to Scale

September 2018

R0

Dwg. No.:DBKE/Ph-I/SA-PB/TCS/01

SEGMENT A

PART B

AMEN

DM

ENT

- 1

BC

DBM

Granular Base

Granular Sub Base as Drainage &

Separation Layers

BC

DBM

Granular Base


Separation layers

7.5m 8m 7.5m7.5m1.5m 1.5m

1.5m

1.5m

2m

5.5m

1.5m

2m

RO

WR

OW

RO

W

RO

W

RO

WR

OW

Figure: 9 - Typical Cross section before Tapering Portion

(Ch: 3+050 to Ch: 3+100 & Ch. 4+050 to Ch. 4+100)


RCC Retaining Wall

PCC Wall



Cross Road exists)

BC

DBM

Granular Base


Separation Layers

BC

DBM

Granular Base


Separation layers

0.5m 8m 0.5m

Cra

sh

B

arrie

r

Cra

sh

B

arrie

r

7.5m7.5m1.5m 7.5m 1.5m 5.5m

1.5m

5.5m

1.50

2m2m

RO

W

RO

W

RO

W

RO

W

RO

WR

OW

Figure: 8 - Typical Cross section at RE wall Portion

(Ch: 3+100 to Ch: 3+240 & Ch. 3+895 to Ch. 4+050)


RCC Retaining Wall

PCC Wall



Cross Road exists)

PROJECT




AUTHORITY


CORPORATION LIMITED

Scale:

Revision No.:

Date:

Not to Scale

September 2018

R0

Dwg. No.:DBKE/Ph-I/SA-PB/TCS/02

SEGMENT A

PART B

AMEN

DM

ENT

- 1

BC

DBM

Granular Base



BC

DBM

Granular Base




Figure 10: Typical Cross Section at RE Wall portion(Ch. 2.000 to Ch. 2.495 & Ch. 3.775 to Ch. 4.238)

Fill Materials

Selective Subgrade

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

R

O

W

1.5m 11.5m 0.5m11.5m0.5m

8.5m 2m8.5m2m


Slip Road

Slip Road

Drain C

um

F

ootpath

Drain C

um

F

ootpath

2m

S

pace for U

tilities

2m

S

pace for U

tilities

BC

DBM

Granular Base




Existing Subgrade

BC

DBM

Granular Base




Proposed Selective Subgrade

R

O

W

R

O

W

R

O

W

2m

S

pace for U

tilities

R

O

W

R

O

W

R

O

W

2m

S

pace for U

tilities

2m 7m 11m2m 11m 2m 2m7m

Drain C

um

F

ootpath

Drain C

um

F

ootpath

Service Road

Service Road

Main Carriageway

Main Carriageway

Paved S

houlder

Paved S

houlder

Figure 11: Typical Cross Section before & after RE Wall portion(Ch. 2.495 to Ch. 3.775 & Ch. 4.238 to Ch. 4.565)

Concrete B

lock

Protection as per

Codal P

rovision

Concrete B

lock

Protection as per

Codal P

rovision

PROJECT




AUTHORITY


CORPORATION LIMITED

Scale:

Revision No.:

Date:

Not to Scale

September 2018

R0

Dwg. No.:DBKE/Ph-I/SB/TCS/01

SEGMENT B

AMEN

DM

ENT

- 1Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of Kalyani Expressway to 6 lane from Nimta to Muragacha (Length – 4.565) (Phase-I) in the district of North 24 Parganas on EPC Mode

SCHEDULE – D

SCHEDULE – C

(See Clause 2.1)

PROJECT FACILITIES

The following modifications shall be read concurrently with Schedule C 2. Description of Project Facilities

c) Electrical Illumination

Section Location Design Requirements

As per the applicable project stretches falling under definitions of 12.3.3, Section 12 of Manual

1 High mast Lighting between Ch. 0.000 – 0.200

& street lighting over the entire project highway

As per paragraph 12.3 of Section -12 of Manual &

as stated below

Design Requirements & Specifications:

Specification of LED Street Light Luminaries

Sl No.

Criteria Desired Specification Test to be carried Out

1 LED Street Light Luminaries Configuration

Side entry suitable for mounting on 40-60 mm OD pipe bracket

N/A

2 Make of Offered Luminaries

Philips/Schreder Lighting/ Lighting Technology

N/A

3 Make/Logo of offered Luminaries

Name shall be embossed/engraved on the luminaries

N/A

4 Make of Offered Driver

Driver shall be of same manufacturer as of luminaries and on each driver its part no., technical details and logo of luminaire manufacture shall be embossed

N/A

5 Housing / Body of luminaire with cover

Pressure die-cast aluminium / Stainless steel housing & frame with corrosion resistance powder coated with Poly Carbonate/HT Glass Cover with manufacturers name embossed on the die cast housing

NABL Acc. Lab / Test report as per IS: 10322 part 5 Sec-3

6 IP Rating Minimum IP rating of 66 IEC: 60598-2-3

7 Operating Voltage & Surge Protection

140-270 Volt to universal electronic driver with inbuilt surge protection of minimum 4KV

NABL Acc. Lab / report

8 Operational Frequency

50Hz (+/- 5%) NABL Acc. Lab / report

9 Operating Temperature

Temp: 5 - 50 deg C

NABL Acc. Lab report/* As per IS 10322 Part 5 sec-3 sample will be tested at ambient temperature + 10 Deg C. Hence 60Deg C in this case

AMEN

DM

ENT


SCHEDULE – D

10 Power Factor Greater than 0.9 NABL Acc. Lab / report

11 System Luminous Efficacy

Minimum 100 lumens/watt LM79/IS 16106

12 Driver Type Constant Current NABL Acc. Lab / report

13 Color Temperature

Between 5000K and 6000K LM 80/IS 16105

14 CRI > 70 LM 80/IS 16105

15 Thermal Management

LED must be mounted on Al heat sink with suitable large surface area with fins to dissipate the heat to ambient air. Luminaire body temperature shall not exceed 30 Deg C from the ambient even after continuous operation of luminaire for 24 hours

NABL Acc. Lab / report accreditation agency Lab report

16 Reported Lumen Maintenance L70

> 50000 hrs, at highest test case temperature

LM 80/IS 16105 methodology

17 Electrical and Photometric measurement

Test report of offered LED luminaire for CCT, CRI, luminous flux and luminous efficacy (Luminaire)

LM 79/IS 16106 from NABL Acc. Lab/ report. The report shall be of within 5 years from the date of issue of RFQ.

18 Driver Specification with protections

140-270 Volt universal electronic drivers with protection of minimum 4KV internal surge, Under Voltage, Over Voltage, Short Circuit

NABL Acc. Lab / report, BIS approval

19

THD (Total Harmonic Distortion) for Current

< 20% NABL Acc. Lab / report IEC: 610003-2

20 Make of LED chip

Lumileds/CREE/NICHIA/OSRAM/Bridgelux/LG

Manufacturer of Luminaire shall submit proof of Procurement of LEDs and LM80/ IS 16105 Test reports of Specific LED.

21 Confirmation to standards

The luminaire should conform to IEC 60598/ IS: 10322. The luminaire should be tested as per IEC 60598-2-3:2002/ IS:10322 Part 5 Sec-3 standards and following test reports should be submitted: Heat Resistance Test, Thermal Test, Insulation Resistance Test

NABL Acc. Lab / as per IS:10322 part 5 Sec-3/IEC:60598-2-3

22 Electrical Safety as per IEC

As per IEC safety standard. (IEC 60598/IS: 10322)

NABL Acc. Lab/report as per IS: 10322 part 5 Sec-3/IEC: 60598-2-3

23 Warranty The party shall provide warranty of 5 years from Delivery

NA

Specification of LED Flood Light Luminaries

Sl No.

Criteria Desired Specification Test to be carried Out

AMEN

DM

ENT


SCHEDULE – D

1 LED Flood Light Luminaries Mounting

Universal bracket N/A

2 Make of Offered Luminaries

Philips/Schreder Lighting/ Lighting Technology

N/A

3 Make/Logo of offered Luminaries

Name shall be embossed/engraved on the luminaries

N/A

4 Make of Offered Driver

Driver shall be of same manufacturer as of luminaries and on each driver its part no., technical details and logo of luminaire manufacture shall be embossed

N/A

5 Housing / Body of luminaire with cover

Pressure die-cast aluminum / Stainless steel housing & frame with corrosion resistance powder coated with Poly Carbonate/HT Glass Cover with manufacturers name embossed on the die cast housing

NABL Acc. Lab / Test report as per IS: 10322 part 5 Sec-3

6 IP Rating Minimum IP rating of 66 IEC: 60598-2-3

7 Operating Voltage & Surge Protection

140-270 Volt to universal electronic driver with inbuilt surge protection of minimum 4KV

NABL Acc. Lab / report

8 Operational Frequency

50Hz (+/- 5%) NABL Acc. Lab / report

9 Operating Temperature

Temp: 5 - 50 deg C

NABL Acc. Lab report/* As per IS 10322 Part 5 sec-3 sample will be tested at ambient temperature + 10 Deg C. Hence 60Deg C in this case

10 Power Factor Greater than 0.9 NABL Acc. Lab / report

11 System Luminous Efficacy

Minimum 100 lumens/watt LM79/IS16106

12 Driver Type Constant Current NABL Acc. Lab / report

13 Color Temperature

Between 5000K and 6000K LM 80/IS 16105

14 CRI > 70 LM 80/IS 16105

15 Thermal Management

LED must be mounted on Al heat sink with suitable large surface area with fins to dissipate the heat to ambient air. Luminaire body temperature shall not exceed 30 Deg C from the ambient even after continuous operation of luminaire for 24 hours

NABL Acc. Lab / report accreditation agency Lab report

16 Reported Lumen Maintenance L70

> 50000 hrs, at highest test case temperature

LM 80/IS 16105 methodology

17 Electrical and Photometric measurement

Test report of offered LED luminaire for CCT, CRI, luminous flux and luminous efficacy (Luminaire)

LM 79/IS 16106 from NABL Acc. Lab/ report. The report shall be of within 5 years from the date of issue of

AMEN

DM

ENT


SCHEDULE – D

RFQ.

18 Driver Specification with protections

140-270 Volt universal electronic drivers with protection of minimum 4KV internal surge, Under Voltage, Over Voltage, Short Circuit

NABL Acc. Lab / report, BIS approval

19

THD (Total Harmonic Distortion) for Current

< 20% NABL Acc. Lab / report IEC: 610003-2

20 Make of LED chip

Lumileds/CREE/NICHIA/OSRAM/Bridgelux/LG

Manufacturer of Luminaire shall submit proof of Procurement of LEDs and LM80/ IS 16105 Test reports of Specific LED.

21 Confirmation to standards

The luminaire should conform to IEC 60598/ IS: 10322. The luminaire should be tested as per IEC 60598-2-3:2002/ IS:10322 Part 5 Sec-3 standards and following test reports should be submitted: Heat Resistance Test, Thermal Test, Insulation Resistance Test

NABL Acc. Lab / as per IS:10322 part 5 Sec-3/IEC:60598-2-3

22 Electrical Safety as per IEC

As per IEC safety standard. (IEC 60598/IS: 10322)

NABL Acc. Lab/report as per IS: 10322 part 5 Sec-3/IEC: 60598-2-3

23 Warranty

The party shall provide warranty of 5 years from Delivery

NA

The contractor shall install these electrical installations and secure electrical connection from the concerned service provider (WBSEDCL / CESC etc.) as per Schedule H. However, the electricity usage charges after connection from the concerned service provider shall be paid by the contractor until the end of maintenance period & Authority shall reimburse the same upon receipt of the proof of payment. Any late payment by the contractor to the utility provider shall not be entertained in any manner, whatsoever.

f) Medical Assistance & Booth Office The contractor shall in consultation with the Authority finalize the drawings as per the design requirements stated in Schedule C

g) Maintenance office for WBHDCL The contractor shall in consultation with the Authority finalize the drawings as per the design requirements stated in Schedule C

h) Bus Parking slots

Section Location Design Requirements

Segment A Part A

(direction towards Kalyani Expressway from Belghoria

Expressway)

0.140 (on LHS & RHS) nearby passenger shelters

Fully paved & marking for slots of atleast 10Nos. buses & signage with road marking paint

AMEN

DM

ENT


SCHEDULE – H

SCHEDULE – H

(See Clause 10.1.4 & 19.3)

CONTRACT WEIGHT PERCENTAGES

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:

Section Weightage w.r.t Contract Price

Stage for Payment Percentage Weightage

Segment A 85.15% Part A 73.55%

Part B 26.45%

Segment B 14.85% Segment B 100%

Segment A – Part A

Description % Weightage w.r.t Section

Stage for Payment Percentage Weightage

Road Works 12.95%

Main Carriage Way 19.23%

Service Roads 10.68%

Slip Roads 41.32%

Cross Drainage Works 4.62%

R C Retaining Wall 2.54%

Surface Drain 16.44%

Protective Work 0.03%

Miscellaneous Works1 5.14%

Bridge Works (Elevated Corridor)

86.26%

Foundation 57.77%

Sub Structure 9.08%

Super Structure 27.19%

Approach Ramp 5.69%

Miscellaneous Works 0.27%

Electrical & Illumination Works

0.79% Electrical & Illumination Works 100%

Segment A – Part B

Description Weightage w.r.t

Section Stage for Payment

Percentage Weightage

Road Works 41.08%



Slip Roads -


R C Retaining Wall 24.04%

Surface Drain 9.60%




56.97%

Foundation 51.88%

Sub Structure 7.16%


Approach Ramp 17.01%

1 Miscellaneous works shall include a) tree cutting, transportation, stacking, watch & ward until disposal by

Authority b) road signage, road marking, painting, turfing / slope pitching & other finishing works 2 Miscellaneous works shall include a) tree cutting, transportation, stacking, watch & ward until disposal by

Authority b) road signage, road marking, painting, turfing / slope pitching & other finishing works

AMEN

DM

ENT


SCHEDULE – H

Miscellaneous Works 1.12%



Segment B

Description Weightage w.r.t

Section Stage for Payment

Percentage Weightage

Road Works 51.38%



Slip Roads 15.49%


R C Retaining Wall -

Surface Drain 7.57%



Bridge Works (LVUP & PUP)

43.70%

LVUP 6.68%

PUP 11.53%

Approach Ramp 81.79%



3 Miscellaneous works shall include a) tree cutting, transportation, stacking, watch & ward until disposal by

Authority b) road signage, road marking, painting, turfing / slope pitching & other finishing works

AMEN

DM

ENT


SCHEDULE – H

1.3. Procedure of estimating the value of work done shall be as follows:-

Segment A – Part A

Stage Stage Stage for Payment Percentage Weightage

Payment Procedure

Road Works

Main Carriage Way

Earth Work up to Top of the Subgrade

39.12% Unit of measurement is linear Length. Payment of each

stage shall be made on pro rata basis on completion of a stage in a length not less than 10 (ten) percent of the total

length.

Sub-Base Course 16.16%

Non Bituminous Base Course 15.98%

Bituminous Base Course 24.63%

Wearing Coat 4.11%

Service Roads




length.




Wearing Coat 4.94%

Slip Roads




length.




Wearing Coat 3.86%

Cross Drainage Works

Cross Drainage Works 100% Cost of completed culvert shall be determined pro rata basis with respect to the total no of culvert. The payment shall be

made on completion of at least 1 (One) Culvert.

R C Retaining Wall

R C Retaining Wall 100% Payment shall be made on completion of all Works,

Complete in all respects as specified.

Surface Drain Surface Drain 100% Payment shall be made on completion of all Works,


Protective Work Protective Work 100% Payment shall be made on completion of all Works,


Miscellaneous Works

Tree cutting, transporting, stacking, watch & ward

7.43% Payment shall be made on completion of works as specified

road signage, road marking, painting, turfing / slope pitching &

other finishing works 92.57% Payment shall be made on completion of works as specified

AMEN

DM

ENT


SCHEDULE – H


Foundation - 57.77%

Cost of each structure shall be determined on pro rata basis with respect to the total linear length (m) of the structures.

Payment against foundation shall be made on pro rata basis on completion of a stage i.e. not less than 10% of the scope

of foundation of the structure subject to completion of at least 2 (two) foundations of the structure. In case of where

load testing is required for foundation, the trigger of first payment shall include load testing also where specified.

Sub Structure - 9.08%

Payment against Sub-Structure shall be made on pro rata basis on completion of a stage i.e. not less than 10% of the

scope of Sub-Structure of the structure subject to completion of at least 2 (two) Sub-Substructures of abutment/piers up to

abutment /pier cap level of the structure.

Super Structure - 27.19% Payment shall be made on pro rata basis on completion of a stage i.e. completion of super structure including bearing of

at least 1 (one) span is all respect in specified.

Approach Ramp - 5.69% Payment shall be made on completion of both approaches including RE Walls, Protection Works, etc. Complete in all

respects as specified.

Miscellaneous Works

- 0.27% Payment shall be made on completion of all miscellaneous

works.

Electrical & Illumination

Works


- 100% Payment shall be made on completion of all Works,


Segment A – Part B


Payment Procedure

Road Works

Main Carriage Way




length.




Wearing Coat 2.52%

Service Roads



stage shall be made on pro rata basis on completion of a stage in a length not less than 10 (ten) percent of the total Sub-Base Course 16.87%

AMEN

DM

ENT


SCHEDULE – H

Non Bituminous Base Course 15.18% length.


Wearing Coat 12.12%

Slip Roads

- -

-

- -

- -

- -

- -




R C Retaining Wall







Miscellaneous Works






Foundation - 51.88%

Cost of each structure shall be determined on pro rata basis with respect to the total linear length (m) of the structures.

Payment against foundation shall be made on pro rata basis on completion of a stage i.e. not less than 10% of the scope

of foundation of the structure subject to completion of at least 2 (two) foundations of the structure. In case of where

load testing is required for foundation, the trigger of first payment shall include load testing also where specified.

Sub Structure - 7.16%

Payment against Sub-Structure shall be made on pro rata basis on completion of a stage i.e. not less than 10% of the

scope of Sub-Structure of the structure subject to completion of at least 2 (two) Sub-Substructures of abutment/piers up to

abutment /pier cap level of the structure.

Super Structure - 22.83% Payment shall be made on pro rata basis on completion of a stage i.e. completion of super structure including bearing of

at least 1 (one) span is all respect in specified.

AMEN

DM

ENT


SCHEDULE – H

Approach Ramp - 17.01% Payment shall be made on completion of both approaches including RE Walls, Protection Works, etc. Complete in all


Miscellaneous Works

- 1.12% Payment shall be made on completion of all miscellaneous

works.


Works




Segment B


Payment Procedure

Road Works

Main Carriage Way




length.




Wearing Coat 6.13%

Service Roads




length.




Wearing Coat 6.16%

Slip Roads




length.




Wearing Coat 4.17%




R C Retaining Wall





AMEN

DM

ENT


SCHEDULE – H



Miscellaneous Works





Bridge Works (LVUP &

PUP)

LVUP

Foundation 31.74%

Cost of each LVUP shall be determined on pro rata basis with respect to the total linear length (m) of the LVUP.

Payment against foundation + sub structure shall be made on pro rata basis on completion of a stage i.e. not less than 25 % of foundation+ substructure of each LVUP subject to

completion of at least two foundations along with sub structure up to abutment/ pier cap level each LVUP. In case of where load testing is required for foundation, the trigger of first payment shall include load testing also where specified.

Sub Structure 7.60%


Payment of each stage shall be made on pro rata basis on completion of a stage i.e. completion of super structure of at least one span in all respects as specified in the column of

“stage of payment" in this sub clause.

Wearing Coat 3.87% Payment shall be made of completion of wearing coat including expansion joints complete in all respect as

specified.

Miscellaneous Works 6.42% Payment shall be made on completion of all miscellaneous

works.

PUP

Foundation 30.21%

Cost of each PUP shall be determined on pro rata basis with respect to the total linear length (m) of the PUP. Payment

against foundation + sub structure shall be made on pro rata basis on completion of a stage i.e. not less than 25 % of

foundation+ substructure of each PUP subject to completion of at least two foundations along with sub structure up to abutment/ pier cap level each PUP. In case of where load

testing is required for foundation, the trigger of first payment shall include load testing also where specified.

Sub Structure 7.58%


Payment of each stage shall be made on pro rata basis on completion of a stage i.e. completion of super structure of at least one span in all respects as specified in the column of

“stage of payment" in this sub clause.

AMEN

DM

ENT


SCHEDULE – H

Wearing Coat 4.33% Payment shall be made of completion of wearing coat including expansion joints complete in all respect as

specified.

Miscellaneous Works 7.22% Payment shall be made on completion of all miscellaneous

works.

Approach Ramps - 100% Payment shall be made on completion of both approaches including RE Walls, Protection Works, etc. Complete in all



Works




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

figure 1 : typical cross section (ch. 0.030 km to ch. 0

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