Amendment - 2 2

AMENDMENT - 2 2. A Schedule with concurrently read be shall followingmodifications The between Connector (Phase 4.565) Elevated of widening lane including Kalyani Expressway 6 Kalyani & Expressway proposed Belghoria of Construction AMENDMENT - 2 Land * follows:- as modified shall be para this table under The Expressway to 6 lane from Nimta to Muragacha (Length (Length Muragacha to Nimta from lane 6 to Expressway Chainage indicated as per chainage of Belgharia Expressway Expressway Belgharia of chainage per as indicated Chainage Segment B Segment A Segment Segment Section Part A Part B Part - I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I)

2 From 2175 2125 2000 1200 170 900 0 Chainage

(m)

425 4565 2175 2125 2000 1200 170 To

SCHEDULE

ANNEX Length 1030 135 2390 Site 170 125 800 (m) 50

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I I – Existing A ROW (m) 60 52 35 52 52 - -

ne poes n wl be will and process under is 120m of width Land Acquiring be will Annex over and handed process under of width Land Acquiring is available land entire and required is Acquisition Land No and entire land is available land entire and required is Acquisition Land No in be indicated will Annex as over and handed process under is 120m of width Land Acquiring and required is Acquisition Land No is available land entire and required is Acquisition Land No in indicated Annex as over handed

entire land is available land entire – – – –

Present Status Present II, Schedule A Schedule II, II, Schedule A Schedule II, A Schedule II, as indicated in in indicated as SCHEDULE SCHEDULE

120

m is m –

1.2.1 1.2 B - Schedule with concurrently read be shall following modifications The 2.8 (Length Muragacha to Nimta from lane (Phase 4.565) 6 of to widening Expressway including Kalyani Expressway Kalyani & Expressway proposed Belghoria of Construction Width of Carriageway Carriageway of Width Service Roads Roads Service

AMENDMENT - the in indicated as is Roads Slip and Road Service carriageway, proposed the of width The 2 following) the with replace and 1.2.1 below table the (Delete below:- table

Segment A Segment Segment B Segment A Segment Section Part B A Part - I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I)

9m + 7.5m + 8m + 8m + 7.5m 9m + 8m + 7.5m 9m + 8m + 7.5m 9m + 8m + 7.5m 9m Description of ImprovementDescription Proposals Merging width Merging Carriageway 11.5m X 2 X 11.5m 2 X 11.5m 2 X 11.5m 2 X 11.5m 2 X 11.5m 2 X 11.5m 2 X 11.5m 11.5m X 2 X 11.5m Full Width + 7.5m + + 7.5m 13m X 2 X 13m

Main Main + 9m + 9m + 9m 6 lane Elevated Connector between between Connector Elevated lane 6

SCHEDULE

Description ANNEX Slip Roads 8.5m X 2 X 8.5m 2 X 8.5m 9m X 2 X 9m 9m X 2 X 9m 2 X 9m 2 X 8m X 8m 2 X 9m ------

2 –

I I –

B 7m (LHS) 7m Service Service 7m X 2 X 7m 2 X 7m 2 X 7m 2 X 7m 2 X 4m 2 X 4m Roads ------

DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph – DBKE/Ph DBKE/Ph

TCS TCS (Dwg. No.) (Dwg. Figure 2B Figure 3B Figure 4 Figure 4 Figure 3A Figure 2 Figure Figure 11 Figure 10 Figure Figure 1 Figure Figur Figur Figur Figur 5 Figure ------I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA Reference SCHEDULE SCHEDULE - - I/SB/TCS/01 I/SB/TCS/01 e 9 e 8 e 7 e 6 e ------PA/TCS/01 PA/TCS/01 PB/TCS/02 PB/TCS/02 PB PB PA/TCS/03 PA/TCS/04 PA/TCS/03 PA/TCS/03 PA/TCS/02 PA/TCS/02 B A A

/TCS/01 /TCS/01

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2.8.2 2.8.1 (Length Muragacha to Nimta from lane (Phase 4.565) 6 of to widening Expressway including Kalyani Expressway Kalyani & Expressway proposed Belghoria of Construction

AMENDMENT below: indicated lengths the for and locations the at be constructed shall Slip roads - 2 below: indicated the lengths for and locations the at be constructed shall roads Service following) the with replace and 2.8.2 below table the (Delete following) the with replace and 2.8.1 below table the (Delete Segment A Segment Segment A Segment B Segment A Segment Section Section Part A Part Part A Part B Part - I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I)

4.238 2.495 4.050 3.895 3.620 3.515 3.240 3.100 3.050 1.200 0.433 1.200 0.433 0.213 0.119 From From Chainage Chainage

6 lane Elevated Connector between between Connector Elevated lane 6 1.493 1.200 0.433 0.213 4.565 3.775 4.100 4.050 3.895 3.620 3.515 3.240 3.100 1.493 1.200 To To

Width Width 7m 7m 7m 4m 4m 8m 8m 9m 9m 7m 7m 7m 7m 7m 7m

Both Sides from from Sides Both from Sides Both Both Sides from from Sides Both Both towards Kalyani towards Kalyani towards towards Kalyani towards Kalyani towards Airport towards towards Airport For traffic from from traffic For Dakshineswar Both sides on sides Both on sides Both on sides Both Both sides on sides Both on sides Both on sides Both Expressway Expressway Expressway Expressway Expressway Expressway Expressway Expressway Expressway Expressway Expressway Expressway Direction Direction Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Belghoria Sides from from Sides

DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph DBKE/Ph – DBKE/Ph DBKE/Ph

TCS Reference TCS TCS Reference TCS Figure 4 Figure Figure Figure 4 Figure Figure 2 Figure Figure 11 Figure 11 Figure Figure 8 Figure 9 Figure Figure 9 Figure 8 Figure 7 Figure Figur 7 Figure ------I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA I/SA SCHEDULE SCHEDULE - - I/SB/TCS/01 I/SB/TCS/01 e 6 e ------

PB/TCS/02 PB/TCS/02 PB/TCS/02 PA/TCS/02 PA/TCS/02 PA/TCS/03 PA/TCS/02 PA/TCS/02 PA/TCS/01 PB/TCS/02 PB/TCS/02 PB/TCS/02 PB 4 3 B A A A A

/TCS/01

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7.1.7 5.3.2 (Length Muragacha to Nimta from lane (Phase 4.565) 6 of to widening Expressway including Kalyani Expressway Kalyani & Expressway proposed Belghoria of Construction

AMENDMENT with following) the replace and (Delete - 2 Traffic Design structures separated grade and corridors follows:- as beshall considered elevated the for ramps approach of gradient The with following) the replace and (Delete Segment B Segment - I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I) Segment B Segment A Segment A Segment Section Part B Part A Part

3.775 2.000 1.792 1.688 1.493

Segment B Segment A Segment A Segment 6 lane Elevated Connector between between Connector Elevated lane 6 Section Part B Part A Part 4.238 2.495 2.000 1.792 1.688

Main Carriage Carriage Main Way Carriage Main Way Main Carriage Carriage Main Way 8.5m 8.5m 8.5m 9m 9m Service Roads Service Roads Service Service Roads Service Type of Road of Type Slip Roads Slip Roads Slip Roads

Maximum Steepness Steepness Maximum Both Sides on Sides Both Kalyani allowed 1 in 30 1 in 25 1 in 30 1 in

DBKE/Ph DBKE/Ph DBKE/Ph – DBKE/Ph

Design Traffic (Minimum) 150 MSA 150 110 110 MSA 110 10 10 MSA 30 MSA 10 MSA 30 MSA Figure 2 Figure 3 Figure 4B Figure Figure 10 Figure Figure - - - I/SA I/SA I/SA SCHEDULE SCHEDULE

- MSA - MSA I/SB/TCS/01

- - - PA/TCS/04 PA/TCS/04 PA/TCS/03

B B

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g) a) 2. C Schedule with concurrently beshall read following modification The f) (Length Muragacha to Nimta from lane (Phase 4.565) 6 of to widening Expressway including Kalyani Expressway 6 Kalyani & Expressway proposed Belghoria of Construction Medical Assistance & Booth Office Office Booth & Assistance Medical Description of Project Facilities Facilities Project of Description Maintenance office for WBHDCL for WBHDCL office Maintenance AMENDMENT - & Landscaping plantation Tree 2 Type of floor finish finish floor of Type Specifications: Design Additional each floor) (for the Under Typical floor plan is enclosed vide Dwg. No. DBKE/Ph-I/FP- No. Dwg. vide is enclosed plan Typical floor Water source source Water thewith following) replace & (Delete Overhead Water tank tank Overhead Water wall Exterior wall Interior Sanitary & Plumbing fitting fitting Plumbing & Sanitary Windows – Doors finish floor of Type Specifications: Design Additional Under the as landscaped suitably be shall corridor elevated the below follows:- separators / medians The Over the entire project project entire Over the Segment A Segment A Segment Section - highway stretch highway Part B Part A Part I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I) Wooden flash doors doors flash Wooden – “Design R “Design Section “Design R “Design Aluminum framed along with iron grills grills ironwith framed along Aluminum – –

Putty with washable Distemper Distemper washable with Putty – Washable Distemper (All weather coat) (Allweather coat) Distemper Washable

Submersible pump pump Submersible

with Brick masonry & & masonry Brick with

– – IPS flooring flooring IPS IPS flooring flooring IPS equirements equirements –

DBKE/Ph DBKE/Ph DBKE/Ph Capacity of minimum 2000 Liter 2000 Liter minimum Capacity of – lane Elevated Connector between between Connector Elevated lane Shall be in conformity with ISI standards standards ISI with conformity in be Shall PROJECT FACILITIES PROJECT Figure 3B & 4B &3B Figure 4A &3A Figure Figure 6 & 7 6 & Figure TCS Ref. TCS - - - SCHEDULE ”, modify point no. 3 no. ”, point modify I/SA I/SA I/SA ”, modify point no. 2 as “At as 2 no. point modify ”, (See Clause 2.1) 2.1) (See Clause &

- - - RCC structure” PB/TCS/01 PA/TCS/03 PA/TCS/02 Location

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as “ as structure with suitable permanent iron iron permanent with suitable structure Suitable landscaping under elevated elevated under landscaping Suitable railing on both sides to avoid future future to avoid sides both onrailing ” Storied Two 01 As per availability of free space space free of perAs availability least 450Sqm. of built up area area up built of 450Sqm. least

within ROW within ROW Design Requirements encroachments Requirements –

below & as indicated & as indicated SCHEDULE SCHEDULE

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AMENDMENT - 2 (Length Muragacha to Nimta from lane (Phase 4.565) 6 of to widening Expressway including Kalyani Expressway 6 Kalyani & Expressway proposed Belghoria of Construction Typical floor plan is enclosed vide Dwg. No. DBKE/Ph-I/FP- No. vide Dwg. is enclosed plan Typical floor Water source source Water Overhead Water tank tank Overhead Water wall Exterior wall Interior Sanitary & Plumbing fitting fitting Plumbing & Sanitary Windows – Doors - I) in the district of North 24 Parganas on EPC Mode EPC on Parganas 24 North of district inthe I) Wooden flash doors doors flash Wooden – Aluminum framed along with iron grills grills ironwith framed along Aluminum – – Putty with washable Distemper Distemper washable with Putty – Washable Distemper (All weather coat) (Allweather coat) Distemper Washable Submersible pump pump Submersible – Capacity of minimum 2000 Liter 2000 Liter minimum Capacity of – lane Elevated Connector between between Connector Elevated lane Shall be in conformity with ISI standards standards ISI with conformity in be Shall 01

–

SCHEDULE SCHEDULE –

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT AMENDMENT - 2 FLOOR PLAN OFMEDICAL ASSISTANCE BUILDING-GROUND FLOOR Generator Room Generator Room FLOORPLANOFMAINTENANCE BUILDING-GROUNDFLOOR STORE ROOM STORE ROOM FIRST AIDROOM 2500 WIDECORRIDOR OFFICE 2500 WIDECORRIDOR CARE TAKERROOM PROJECT CARE TAKERROOM DOCTOR'S CHAMBER MEETING HALL RECEPTION

RECEPTION

2000 WIDE CORRIDOR WIDE 2000 2000 WIDE CORRIDOR WIDE 2000 PRODUCED BYANAUTODESKEDUCATIONALPRODUCT TOILETS TOILETS TOILETS TOILETS WEST BENGAL HIGHWAY DEVELOPMENT AUTHORITY FLOOR PLAN OFMEDICAL ASSISTANCE BUILDING-FIRST FLOOR CORPORATION LIMITED FLOORPLANOFMAINTENANCE BUILDING-FIRSTFLOOR PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK BY AN PRODUCED OFFICE FORWBHDCL OFFICE ROOM SEGMENT A PART A TOILETS TOILETS

TOILETS

TOILETS PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK AN BY PRODUCED Expressway including widening of Kalyani Expressway to 6 lane from Nimta to Muragacha (total length 4.565 length (total Muragacha to Nimta from lane 6 to Expressway Kalyani of widening including Expressway osrcin f rpsd ln Eeae cnetr ewe Blhra xrswy n Kalyani and Expressway Belghoria between connector Elevated lane 6 proposed of Construction AMENDMENT - 2 km) (Phase-I) onEPCmodeinthedistrict ofNorth24ParganasinWest Bengal Granular SubBaseasSeparationLayer Granular SubBaseasDrainageLayer W W W R R R O O O Selective Subgrade PROJECT W W W O R O R O R Granular Base 2m DBM BC 2.0m Service Road 4m 1.5m Slip Road Figure 4B:TypicalCrossSectionViaductPortion(FullHeight) Figure 3B:TypicalCrosssectionatViaduct Portion (variableheight) 0.50m 7.5m Slip Road 8m 0.50m

Clear height atleast 5.5m Clear height atleast 5.5m (Ch: 1.200kmto1.493km) Main Carriageway 11.5m (Ch: 1.493kmto1.688 km) Main Carriageway 11.5m Pile Cap 1.50m Pile Cap 1.50m Pier Cap WEST BENGAL HIGHWAYDEVELOPMENT AUTHORITY Main Carriageway 11.5m CORPORATION LIMITED

Main Carriageway Clear height atleast 5.5m 11.5m Slip Road 8m 0.50m 500mm ThickSelectiveSub-grade Granular SubBaseasDrainageLayer Granular Base Granular SubBaseasSeparationLayer DBM BC 0.50m Clear height atleast 5.5m 7.5m Service Road 4m Slip Road 500mm ThickSelectiveSub-grade Granular SubBaseasSeparationLayer Granular SubBaseasDrainageLayer Granular Base DBM BC 2m SEGMENT A 1.5m PART A W W W O R O R O R 2.0m W W W O R O R O R Date: Scale: Dwg. No.:DBKE/Ph-I/SA-PA/TCS/03 Revision No.: September 2018 Not toScale R1 Expressway including widening of Kalyani Expressway to 6 lane from Nimta to Muragacha (total length 4.565 length (total Muragacha to Nimta from lane 6 to Expressway Kalyani of widening including Expressway osrcin f rpsd ln Eeae cnetr ewe Blhra xrswy n Kalyani and Expressway Belghoria between connector Elevated lane 6 proposed of Construction Safety BarrierasperCodalProvision

AMENDMENTLined Drain(ApproachSlab - 2 should beprovidedwhere km) (Phase-I) onEPCmodeinthedistrict ofNorth24ParganasinWest Bengal Safety BarrierasperCodalProvision Cross Roadexists) Lined Drain(ApproachSlab RCC RetainingWall should beprovidedwhere PCC Wall Cross Roadexists) RCC RetainingWall PCC Wall

ROW ROW ROW Granular SubBaseasDrainage&

ROW ROW ROW Granular SubBaseasDrainage& 2m Separation layers 2m Granular Base 1.5m PROJECT Separation layers Granular Base DBM BC 1.50 DBM BC 5.5m 5.5m 1.5m 1.5m Figure: 9-TypicalCrosssectionbeforeTapering Portion (Ch: 3+050toCh:3+100&Ch.4+0504+100) 7.5m 7.5m (Ch: 3+100toCh:3+240&Ch.3+8954+050) Figure: 8-TypicalCrosssectionatREwallPortion 7.5m 7.5m 0.5m WEST BENGAL HIGHWAYDEVELOPMENT Crash Barrier AUTHORITY 8m CORPORATION LIMITED 8m

Crash Barrier 0.5m 7.5m 7.5m Separation Layers Granular SubBaseasDrainage& DBM Granular Base BC 1.5m Granular SubBaseasDrainage& DBM Separation Layers Granular Base BC 1.5m SEGMENT A PART B 5.5m 5.5m 1.5m 1.5m Dwg. No.:DBKE/Ph-I/SA-PB/TCS/02 Date: Revision No.: Scale: 2m 2m

ROW ROW ROW

ROW ROW ROW September 2018 Not toScale R0 AMENDMENT - 2 AMENDMENT - 2 AMENDMENT - 2 AMENDMENT - 2