REQUEST FOR PROPOSALS

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18. 4.12.5(3) The design of embankments should include the requirements for protection works and traffic safety features including features specific to hill roads. 19. -- Design and Drawing of Tunnels: The Consultant shall prepare design and drawings for tunnels, if required as per the results of feasibility study, as per the relevant specifications of IRC: SP: 91/MORT&H and other international specifications. 20. 4.12.7 a) Topography of hills generates numerous water courses and this coupled with continuous gradients of roads in hills and high intensity of rainfall calls for effective drainage of roads. The drainage system shall be designed to ensure that the water flowing towards the road surface may be diverted and guided to follow a definite path by suitable provision of road side drains, catch water drains, interceptors etc. and flow on valley side is controlled so that stability is not affected. b) Further, adequate provision shall be made for sub-surface/subgrade drainage to take care of seepage through the adjacent hill face of the road& underground water flows. 21. 4.12.8 The Consultant shall design suitable traffic safety features and road furniture including traffic signals, signs, markings, overhead sign boards, crash barriers, delineators etc. including any feature specific to hill roads. The locations of these features shall be given in the reports and also shown in the drawings. The Consultant shall make suitable designs and layout for miscellaneous works including rest areas, bus bays, vehicle parking areas, 22. 4.12.3 (1) telecommunication facilities, scenic overlooks, watering points etc. wherever appropriate. 23. 10.6 (1) Volume II: Design Report : a) Inventory of protection measures and other structures b) Inventory of tunnels, if required. c) Proposed preliminary designs for tunnels, if required. Volume III: Drawings a) Drawings for protection/control measures and other structures b) Drawings for tunnels, if required. 24. 10.7 (3) Volume II: Design Report (Part II) Part II of Design Report shall also deal with design of tunnels, if required And design of other protection/control structures. Volume IX: Drawing Volume This shall also include : a) Detailed working drawings for tunnels, if required. b) Detailed working drawings for protection/control structures
SUPPLEMENT II S. Clause No. of Additional points No. TOR 1 4.1 For standalone bridge projects the scope of work shall include detailed design of approach road extending at least up to 2 km on either side of the bridge 4.11.4.2(6) Model Studies for Bridges 1. Objective Physical/ Mathematical Model study for detailed Hydraulic / Hydrologic investigations regarding the proposed bridge for hydraulic design of the bridge and assessment and hydraulic design of required river training works. 2. Methodology Physical/Mathematical Model study shall be carried out at areputed/recognized institution. The Consultant will be responsible for identifying the institution, supplying Information /Documents /Data required for modal studies as indicated in para 4 below and coordinating the model study with the institution concerned 3. Scope of Work 3.1 Physical Model study Physical modeling with appropriate model scale for Hydraulic and Hydrologic Investigations to: i) Finalize span arrangement causing uniformity in flow distribution, and work out the alignment and orientation of river training works and bridge axis. ii) Provide information on estimated/observed maximum depth of scour. iii) Provide information on required river training works for proposed bridge iv) Provide hydraulic design for the bridge and the required river training works. v) Quantify the general direction of river course through bridge, afflux, extent and magnitude of flood, effect of backwater, if any, aggradation/degradation of bed, evidence of scour etc. shall be used to augment the available hydrological data. The presence of flood control/irrigation structures, if affecting the hydraulic characteristics like causing obliquity, concentration of flow, scour, silting of bed, change in flow levels, bed levels etc. shall be studied and considered in Hydraulic design of proposed bridge. The details of any planned work in the immediate future that may affect the river hydraulics shall be studied and considered 3.2 Mathematical Model study Mathematical modeling for detailed Hydraulic / Hydrologic investigations regarding the proposed new bridge to: i) Finalize the site/location of the proposed new bridge based on mathematical modeling. ii) Provide information on estimated/observed maximum depth of scour.
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National Highways & Infrastructure
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Letter of Invitation (LOI) Package
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1.8.3 In case of Joint Venture, one
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(vii) In case of a Joint Venture/As
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assignment on the project. After th
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4.2.2 Deleted 4.3 The proposal must
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negotiation at the cost of Consulta
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Encl. as above (Y.C. Srivastava) Ge
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Annex-II Procedure of Awarding Work
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Section - III To, Y C Srivastava, G
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Page 123 and 124: CONTENTS Sl. No. Description Page N
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Appendix A: Terms of reference cont
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Appendix F: Minutes of Financial/ C
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1. GENERAL PROVISIONS GENERAL CONDI
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Client under this Contract, includi
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2.7.5 Payments During the period of
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Clause 2.9.1 hereof, reimbursement
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3.7 Consultants' Actions requiring
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themselves on valid grounds, e.g.,
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Services; 5.2 Access to Land The Cl
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Note: Consultants have to provide a
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7.3. Penalty 7.3.1. Penalty for Err
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10. Change of Scope The change of S
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1.10 The Consultants and the person
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shall serve in that capacity, as sp
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Extra charges for days other Rs 3,5
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Appendix B Consultants’ Sub Consu
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Appendix D Duties of the Client
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Appendix F Minutes of Financial/ Co
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Copy of letter of acceptance Append
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including and shall be extended fro
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REQUEST FOR PROPOSALS

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