Request for Proposal (“RFP”) issued by NHIT Southern Projects Private Limited (NSPPL) for Engagement of Agency/Firm for Design, Engineering, Procurement, Supply, Installation, Testing and Commissioning of LED Street Lights for Projects under NSPPL.

Solar light

Supply and fixing of All-in-One Solar Integrated LED Street Light Unit, comprising high-lumen LED light (≥120W), inbuilt mono/polycrystalline solar panel (≥220W), inbuilt Li-ion battery (12.8V, ≥96Ah), inbuilt charge controller, dusk-to-dawn auto sensor, IP65/IP66 weatherproof housing, including suitable stainless steel mounting bracket and all necessary hardware for proper fixing on 9-meter GI octagonal pole (hot dip galvanized) including RCC foundation, MS cage, excavation, cable, civil works, and earthing, complete in all respects as per MNRE/BIS specifications and as directed by the Engineer-in-Charge

Supply and fixing of All-in-One Solar Integrated LED Street Light Unit, comprising high-lumen LED light (≥120W), inbuilt mono/polycrystalline solar panel (≥220W), inbuilt Li-ion battery (12.8V, ≥96Ah), inbuilt charge controller, dusk-to-dawn auto sensor, IP65/IP66 weatherproof housing, including suitable stainless steel mounting bracket and all necessary hardware for proper fixing on existing poles.Work includes lifting, alignment, drilling, and secure mounting of the unit on pole-top or cantilever arm, testing, and commissioning, complete as per direction of Engineer-in-Charge.

Chainage

Spare

Chainage

Item Description

Amount

Street Lighting Single Arm Pole with Solar at Bus bay with Average illumination of 40Lux. : Providing and erecting of Single arm Street light Pole with Solar of Average illumination of 40 Lux as per Standered Specification of as per IRC SP:84-2019. The quoted rate shall be inclusive of design & drawing, all labours, foundation fixing , luminaires fixing, Solar fixing ,cable connection and all others necessary material to complete the works.

Fixing

Reflective Pavement Markers (Road Studs) - Identification and Replacement of Faulty Reflective Road Studs This item involves identifying faulty or damaged reflective road studs and replacing them with new ones conforming to Clause 804 of MoRTH specifications. Reflective road studs shall be made of tough, high-impact resistant engineering plastic or aluminum alloy, designed to withstand heavy traffic and adverse weather conditions. The reflective material must ensure long-lastingretroreflectivity as specified in IRC:35-2015, and the road studs should comply with IRC:SP:84-2014 guidelines. The work includes visual inspection under adequate lighting to identify defects such as loss of reflectivity, physical damage, or improper fixing. Faulty studs shall be carefully removed to avoid damage to the pavement, and the surface shall be cleaned of residual adhesive, debris, or loose material. New road studs shall be installed using a high-strength epoxy adhesive as per manufacturer recommendations, ensuring uniform application and proper bonding. The contractor shall provide warranties and guarantees for the newly installed road studs as per the manufacturer’s standards, covering defects in materials, retroreflectivity, and workmanship for a minimum period of one year. The quoted rate shall include all costs necessary to complete the work but not limited to the cost of Traffic control measures, safe disposal of damaged studs, and all tools, materials, labor, and safety precautions are included in the scope of work.

Amount

Transverse Bar Marking -Rigid/Bitumen Surface-Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface/ Rigid pavement surface of specified shade/colour of 5 mm thick including 1.5 Refractive index reflectorizing glass beads@ 250gm/sqm. Thickness of 5mm is exclusive of surface applied glass beads as per IRC35:2015. Initial Dry reflectivity RL shall be >250mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100mcd/sqm/lux and Qd of 100mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). The rate shell be including scrafication of exsiting road marking inckuding primer Source of Road Marking Paint: MoRTH Specifications of Asian or Berger only Source of Drop on Glass Beads: Sovitec; Potters only

Pedestrain Crossing Facility marking-Rigid/Bitumen Surface-Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface/ Rigid pavement surface of specified shade/colour of 5 mm thick including 1.5 Refractive index reflectorizing glass beads@ 250gm/sqm. Thickness of 5mm is exclusive of surface applied glass beads as per IRC35:2015. Initial Dry reflectivity RL shall be >250mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100mcd/sqm/lux and Qd of 100mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). The rate shell be including scrafication of exsiting road marking inckuding primer Source of Road Marking Paint: MoRTH Specifications of Asian or Berger only Source of Drop on Glass Beads: Sovitec; Potters only

Type oF Board

Bus Bay

Bus Bay

Bus Bay

Bus Bay

Bus Bay

Bus Bay

Truck Lay Bye

Truck Lay Bye

Truck Lay Bye

Truck Lay Bye

Truck Lay Bye-500 Meter

Truck Lay Bye-500 Meter

Truck Lay Bye-500 Meter

Truck Lay Bye-500 Meter

Truck Lay Bye-250 Meter

Truck Lay Bye-250 Meter

Truck Lay Bye-250 Meter

Truck Lay Bye-250 Meter

Truck Lay Bye-250 Meter

Transverse Bar Marking-Slip/Service Road

Chainage

Chainage

Design Chainage

Existing Kilometer (km)

Existing Kilometer (km)

Design Chainage (km)

Schedule-B

Schedule-B

Design Chainage (km)

Schedule-B

Design Chainage (km)

Design Chainage

Existing Kilometer (Km)

Schedule-A

Existing Kilometer (Km)

Schedule-A

Schedule-A

Schedule-A

Design Chainage (km)

Design Chainage (km)

Schedule-B

Design Chainage (km)

Design Chainage (km)

Schedule-B

Schedule-B

Schedule-B

Schedule-B

Design Chainage (km)

Design Chainage (km)