Common use of Geometric Design and General Features Clause in Contracts

Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The design speed shall be the minimum design speed of 100 km per hr for plain/ rolling terrain except given below locations where minimum design speed of 80 km per hr. (iii) 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: (iv) Right of Way Details of the Right of Way are given in ▇▇▇▇▇ ▇▇ of Schedule-A. (v) Type of shoulders In built-up sections, footpaths/fully paved shoulders shall be provided in the following stretches: In open country, paved shoulders of 2.5 m width shall be provided for main highway and balance 1.50m width earthen shoulders shall be covered with 150 mm thick compacted layer of granular material for main highway, slip road, loops and ramps. Design and specifications of paved shoulders and granular material shall conform to the requirements specified in the relevant Manual. (vi) Lateral and vertical clearances at underpasses Lateral and vertical clearances at underpasses and provision of guard rails/crash barriers shall be as per the provision of relevant Manual. Lateral clearance: The width of the opening at the underpasses shall be as follows:

Geometric Design and General Features. (i) General Geometric design and general features of the Project Highway shall be in accordance with Section 2 of the Manual. (ii) Design speed The design speed shall be the minimum design speed of 100 km per hr for plain/ rolling terrain except given below locations where minimum design speed of 80 km per hr.Not Applicable (iii) 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:Not Applicable (iv) Right of Way Details of the Right of Way are given in ▇▇▇▇▇ ▇▇ of Schedule-A. (v) Type of shoulders In built-up sections, footpaths/fully paved Paved shoulders and earthen shoulders shall be provided on either side of the existing pavement in the following stretches: In open country, paved shoulders of 2.5 m width shall be provided for main highway accordance with typical cross section referred in manual and balance 1.50m width earthen shoulders shall be covered with 150 mm thick compacted layer of granular material for main highway, slip road, loops and rampsmaterial. Design and specifications of paved shoulders and granular material shall conform to the requirements specified in the relevant Manual. (vi) Lateral and vertical clearances at underpasses Lateral and vertical clearances at underpasses and provision of guard railsguardrails/crash barriers shall be as per the provision of relevant Manual. Lateral clearance: The width of the opening at the underpasses shall be as follows: (vii) Lateral and vertical clearances at overpasses Lateral and vertical clearances at overpasses shall be as per the provision of relevant Manual. Lateral clearance: The width of the opening at the overpasses shall be as follows: All existing at grade intersections shall be improved to the prescribed standards.