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Amendment - 2 2 2 - AMENDMENT Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – A 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 – A ANNEX – I The following modifications shall be read concurrently with Schedule A Site 2. Land The table under this para shall be modified as follows:- 2 Chainage Existing Length Section (m) ROW Present Status (m) From To (m) - Segment A No Land Acquisition is required 2900* 4250* 1350 60 Part B and entire land is available Acquiring Land width of 120m is under process and will be 0 170 170 - handed over as indicated in Annex – II, Schedule A Segment A Acquiring Land width of 120m is Part A under process and will be 170 1200 1030 - handed over as indicated in Annex – II, Schedule A No Land Acquisition is required 1200 2000 800 52 and entire land is available No Land Acquisition is required 2000 2125 125 52 and entire land is available Acquiring Land width of 120m is under process and will be Segment B 2125 2175 50 35 handed over as indicated in Annex – II, Schedule A No Land Acquisition is required 2175 4565 2390 52 and entire land is available * Chainage indicated as per chainage of Belgharia Expressway AMENDMENT Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – B 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 – B ANNEX – I Description of Improvement Proposals The following modifications shall be read concurrently with Schedule - B 1.2 Width of Carriageway 1.2.1 The width of the proposed carriageway, Service Road and Slip Roads is as indicated in the 2 table below:- (Delete the table below 1.2.1 and replace with the following) - Description TCS Reference Section Main Service (Dwg. No.) Slip Roads Carriageway Roads DBKE/Ph-I/SA-PA/TCS/01 Full Width - - Figure 1 DBKE/Ph-I/SA-PA/TCS/01 11.5m X 2 9m X 2 - Figure 2A DBKE/Ph-I/SA-PA/TCS/02 11.5m X 2 9m X 2 - Figure 3A DBKE/Ph-I/SA-PA/TCS/02 11.5m X 2 8m X 2 4m X 2 Segment A Figure 4A Part A DBKE/Ph-I/SA-PA/TCS/03 11.5m X 2 8m X 2 4m X 2 Figure 4B DBKE/Ph-I/SA-PA/TCS/03 11.5m X 2 9m X 2 - Figure 3B DBKE/Ph-I/SA-PA/TCS/04 11.5m X 2 9m X 2 - Figure 2B DBKE/Ph-I/SA-PA/TCS/03 11.5m X 2 8.5m X 2 - Figure 5 9m + 7.5m + 8m DBKE/Ph-I/SA-PB/TCS/01 + 7.5m + - 7m (LHS) Figure 6 Merging width 9m + 7.5m + 8m DBKE/Ph-I/SA-PB/TCS/01 - 7m X 2 Segment A + 9m Figure 7 AMENDMENT Part B 9m + 7.5m + 8m DBKE/Ph-I/SA-PB/TCS/02 - 7m X 2 + 9m Figure 8 9m + 7.5m + 8m DBKE/Ph-I/SA-PB/TCS/02 - 7m X 2 + 9m Figure 9 DBKE/Ph-I/SB/TCS/01 11.5m X 2 8.5m X 2 - Figure 10 Segment B DBKE/Ph-I/SB/TCS/01 13m X 2 - 7m X 2 Figure 11 2.8 Service Roads Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – B Kalyani Expressway to 6 lane from Nimta to Muragacha (Length – 4.565) (Phase-I) in the district of North 24 Parganas on EPC Mode 2.8.1 Service roads shall be constructed at the locations and for the lengths indicated below: (Delete the table below 2.8.1 and replace with the following) Chainage Section Width Direction TCS Reference From To Both Sides from Belghoria DBKE/Ph-I/SA-PA/TCS/02 0.433 1.200 4m Expressway Figure 4A Segment A towards Kalyani 2 Part A Both Sides from Belghoria DBKE/Ph-I/SA-PA/TCS/02 1.200 1.493 4m Expressway Figure 4B - towards Kalyani Both sides on DBKE/Ph-I/SA-PB/TCS/02 3.050 3.100 7m Belghoria Figure 9 Expressway Both sides on DBKE/Ph-I/SA-PB/TCS/02 3.100 3.240 7m Belghoria Figure 8 Expressway Both sides on DBKE/Ph-I/SA-PB/TCS/02 3.240 3.515 7m Belghoria Figure 7 Expressway For traffic from Segment A DBKE/Ph-I/SA-PB/TCS/01 3.515 3.620 7m Airport towards Part B Figure 6 Dakshineswar Both sides on DBKE/Ph-I/SA-PB/TCS/02 3.620 3.895 7m Belghoria Figure 7 Expressway Both sides on DBKE/Ph-I/SA-PB/TCS/02 3.895 4.050 7m Belghoria Figure 8 Expressway Both sides on DBKE/Ph-I/SA-PB/TCS/02 4.050 4.100 7m Belghoria Figure 9 Expressway DBKE/Ph-I/SB/TCS/01 2.495 3.775 7m Both Sides from Belghoria Figure 11 Segment B Expressway DBKE/Ph-I/SB/TCS/01 4.238 4.565 7m towards Kalyani Figure 11 2.8.2 Slip roads shall be constructed at the locations and for the lengths indicated below: (Delete the table below 2.8.2 and replace with the following) AMENDMENT Chainage Section Width Direction TCS Reference From To DBKE/Ph-I/SA-PA/TCS/01 0.119 0.213 9m Figure 2A Both Sides from DBKE/Ph-I/SA-PA/TCS/02 Segment A 0.213 0.433 9m Belghoria Figure 3A Part A Expressway DBKE/Ph-I/SA-PA/TCS/02 0.433 1.200 8m towards Kalyani Figure 4A 1.200 1.493 8m DBKE/Ph-I/SA-PA/TCS/03 Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – B Kalyani Expressway to 6 lane from Nimta to Muragacha (Length – 4.565) (Phase-I) in the district of North 24 Parganas on EPC Mode Figure 4B DBKE/Ph-I/SA-PA/TCS/03 1.493 1.688 9m Figure 3B DBKE/Ph-I/SA-PA/TCS/04 1.688 1.792 9m Figure 2B DBKE/Ph-I/SA-PA/TCS/04 1.792 2.000 8.5m Figure 5 2.000 2.495 8.5m Both Sides on DBKE/Ph-I/SB/TCS/01 Segment B 3.775 4.238 8.5m Kalyani Figure 10 5.3.2 Design Traffic 2 (Delete and replace with the following) Design Traffic - Section Type of Road (Minimum) Main Carriage Way 110 MSA Segment A Slip Roads 30 MSA Part A Service Roads 10 MSA Main Carriage Way 150 MSA Segment A Slip Roads - Part B Service Roads 10 MSA Main Carriage Way 110 MSA Segment B Slip Roads 30 MSA Service Roads 10 MSA 7.1.7 (Delete and replace with the following) The gradient of approach ramps for the elevated corridors and grade separated structures shall be considered as follows:- Maximum Steepness Section allowed Segment A 1 in 30 Part A Segment A 1 in 25 Part B Segment B 1 in 30 AMENDMENT Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – C 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 – C (See Clause 2.1) PROJECT FACILITIES The following modification shall be read concurrently with Schedule C 2. Description of Project Facilities a) Tree plantation & Landscaping 2 (Delete & replace with the following) - Section Location Design Requirements As per availability of free space Over the entire project within ROW & as indicated highway stretch below The medians / separators below the elevated corridor shall be suitably landscaped as follows:- Section TCS Ref. Requirements DBKE/Ph-I/SA-PA/TCS/02 Figure 3A & 4A Segment A Suitable landscaping under elevated & Part A structure with suitable permanent iron DBKE/Ph-I/SA-PA/TCS/03 railing on both sides to avoid future Figure 3B & 4B encroachments Segment A DBKE/Ph-I/SA-PB/TCS/01 Part B Figure 6 & 7 f) Medical Assistance & Booth Office Under the “Design Requirements”, modify point no. 3 as “Two Storied” Additional Design Specifications: Type of floor finish – IPS flooring Doors – Wooden flash doors Windows – Aluminum framed along with iron grills Sanitary & Plumbing fitting – Shall be in conformity with ISI standards Interior wall – Putty with washable Distemper Exterior wall – Washable Distemper (All weather coat) Overhead Water tank – Capacity of minimum 2000 Liter AMENDMENT Water source – Submersible pump Typical floor plan is enclosed vide Dwg. No. DBKE/Ph-I/FP-01 g) Maintenance office for WBHDCL Under the “Design Requirements”, modify point no. 2 as “At least 450Sqm. of built up area (for each floor) with Brick masonry & RCC structure” Additional Design Specifications: Type of floor finish – IPS flooring Construction of proposed 6 lane Elevated Connector between Belghoria Expressway & Kalyani Expressway including widening of SCHEDULE – C Kalyani Expressway to 6 lane from Nimta to Muragacha (Length – 4.565) (Phase-I) in the district of North 24 Parganas on EPC Mode Doors – Wooden flash doors Windows – Aluminum framed along with iron grills Sanitary & Plumbing fitting – Shall be in conformity with ISI standards Interior wall – Putty with washable Distemper Exterior wall – Washable Distemper (All weather coat) Overhead Water tank – Capacity of minimum 2000 Liter Water source – Submersible pump Typical floor plan is enclosed vide Dwg. No. DBKE/Ph-I/FP-01 2 - AMENDMENT PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Generator Room STORE ROOM CARE TAKER ROOM RECEPTION 2000 WIDECORRIDOR OFFICE FOR WBHDCL 2500 WIDE CORRIDOR TOILETS TOILETS 2 OFFICE MEETING HALL - TOILETS PRODUCED BYANAUTODESKEDUCATIONALPRODUCT TOILETS FLOOR PLAN OF MAINTENANCE BUILDING - GROUND FLOOR FLOOR PLAN OF MAINTENANCE BUILDING - FIRST FLOOR Generator Room STORE ROOM CARE TAKER ROOM RECEPTION 2000 WIDECORRIDOR OFFICE ROOM 2500 WIDE CORRIDOR PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT TOILETS TOILETS FIRST AID ROOM DOCTOR'S CHAMBER TOILETS AMENDMENT TOILETS FLOOR PLAN OF MEDICAL ASSISTANCE BUILDING - GROUND FLOOR FLOOR PLAN OF MEDICAL ASSISTANCE BUILDING - FIRST FLOOR PROJECT AUTHORITY SEGMENT A WEST BENGAL HIGHWAY DEVELOPMENT PART A CORPORATION LIMITED PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT EDUCATIONAL AUTODESK AN BY PRODUCED 1.50m 0.50m 11.5m 11.5m 0.50m Main Carriageway Main Carriageway R O 2m 4m 8m 8m 4m 2m R O W Slip Road Service Road Slip Road Service Road W 2 R O R W O W - R O Clear height atleast 5.5m Pile Cap Clear height atleast 5.5m R W O W BC BC DBM DBM Granular Base Granular Base Figure 4B : Typical
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