Uttar Pradesh Metro Rail Corporation (UPMRC) Ltd., has invited open e-tenders for the work, “KNPCC-07 (Funded by EIB): Construction of elevated viaduct and 5 Nos. elevated station (viz. Baradevi Station, Kidwai Nagar Station, Vasant Vihar Station, Baudh Nagar Station & Naubasta Station) including Architectural Finishing, E&M work and special span from end of ramp (after Transport Nagar Station) to Naubasta Station on Corridor-1 of Kanpur MRTS Project at Kanpur, Uttar Pradesh, India.”
- Tender Reference Number: KNPCC-07 (EIB FUNDED)
- Approximate cost of work: INR 526 Crores
- Completion period of the Work: 30 months
- Document Download / Sale Start Date: 24-Aug-2021
- Document Download / Sale End Date: 01-Nov-2021
- Pre Bid Meeting Date: 28-Sep-2021
- Bid Submission Start Date: 25-Oct-2021
- Bid Submission End Date: 01-Nov-2021
- Bid Opening Date: 02-Nov-2021
About the project:
- Tender KNPCC-07: TENDER NO. KNPCC-07: Construction of elevated viaduct and 5 Nos. elevated station (viz. Baradevi Station, Kidwai Nagar Station, Vasant Vihar Station, Baudh Nagar Station & Naubasta Station) including Architectural Finishing, E&M work and special span from end of ramp (after Transport Nagar Station) to Naubasta Station on Corridor-1 of Kanpur MRTS Project at Kanpur, Uttar Pradesh, India. Scope of work is between Chainage17420- m to 22847 m (including 5 stations) on Corridor-1, of Kanpur Metro at Kanpur, Uttar Pradesh, India.
- The project site is located at Kanpur, Uttar Pradesh. The location of the work and the general site particulars are shown in the General Arrangements Drawings enclosed in the tender documents. The contractor shall plan his works keeping in view restriction of approach and availability of space and time. The work under this contract shall consist of, but not limited to, furnishing all labours, materials, equipment’s, tools, plants and necessary machinery as required to completely execute all the works.
Scope of Works:
Viaduct:-
Detailed survey of the alignment for viaduct, for fixing span configuration, as per GAD and Construction of following major components of viaduct
- Detailed Geotechnical Investigation at foundation locations and submission of report.
- Pile foundation (Group of pile) with hydraulic rotary piling rigs for viaduct.
- Pile cap including leveling course.
- Open foundation including leveling course
- Pier, pier cap, cross arm and extended pier cap as per the shape and finishes
- Cantilever piers, extended pier, portal piers and portal beam at locations shown in the drawings.
- Crash barrier as per Tender drawing.
- Elastomeric bearings on spans including bearing pedestals, seismic devices, shear key restrainer.
- Precast pier caps, precast portal beam and precast cross arm on the piers and transport, lifting, launching, fixing & pre-stressing on the piers.
- Precast Twin U girders as per the Shape and size shown in the GAD (General Arrangement Drawing)
- Launching/Erection of the U Girder using cranes of suitable capacity or using overhead launching girder where launching is not possible with cranes.
- Precast post tensioned I-Girders as per shape and size shown in the GAD.
- Launching/Erection of Precast post tensioned I-Girders.
- Steel I-Girders as per shape and size shown in the GAD.
- Launching/Erection of Steel I-Girders.
- Deck slab over erected I-Girder.
- Parapets and MS railing as per tender drawing including painting on MS railing.
- Railing and cable ducts/Cable hangers as shown in the drawing.
- Inserts for track plinth (Track plinth is not in the scope of this work).
- Expansion joint.
- If at any location, permanent liners are required, the same will be paid under relevant item.
- Pile caps / Open Foundations resting at any depth depending upon the site condition shall include Excavation, leveling course, PCC, Dewatering, sheet pilling/ soldier pilling & wooden lagging, if required, Backfilling complete in all respect.
- POT/PTFE bearings on continuous spans/special spans/ steel spans including vertical stoppers and movement measuring device.
- Providing and fixing GI brackets with suitable covering arrangement on both sides of the parapet walls of viaduct for electrical cables & Signaling as per tender drawing.
- Manholes with manhole covers made of Cast Iron on the deck with locking arrangement.
- Earthing and stray current control arrangement, drainage system, inserts for OHE/signaling masts in the parapets and other systems as may be required.
- Arrangements for ground water recharging /Rainwater harvesting systems in alternate span to cater all the piers.
Stations:-
Detailed investigation of the site for station Design and execution of the work including track bed and track bed supporting structures in station area as shown in the tender drawings and also as detailed in the scope of work given below should be included:
- Detailed Geotechnical Investigation at foundation locations and submission of report.
- Foundation structures on piles by hydraulic rigs or open footing as the case may be.
- Station structure including track supporting structure, commercial area, column, Pre cast and Cast-in-situ beams (Single/Double T/ I Beams), slabs, staircases, parapets, canopies, gutters, facades, RCC Water Tank (Underground / Overhead), Entry-Exit Structures and other structures at all levels as shown in the elevations, cross sections and all floor plans and other tender drawings,
- Lift shafts and escalators pits and other fixtures in stations subject to coordination with respective system contractors including water proofing of lift pit/escalator pits.
- Expansion joints including at the track bed and at other floor levels as per the specifications.
- Providing and fixing GI brackets with suitable covering arrangement on both sides of the parapet walls of viaduct / station for electrical cables & Signaling as per site requirement and as directed by Engineer in charge. Providing cutouts, concealed pipes, raceways etc. required for various services and systems as per co-ordination with employer and also the service providers and the other system contractor.
- Underground water tank and pump house, D.G. room, bore wells 2 nos at each station and connection from bore wells to the underground water tanks, water proofing in the underground structure, terrace and Overhead Tanks.
- Drainage arrangements of station, including laying of pipes, construction of Man Hole, Sump, Drain in Basement and outlet Sump including connection to existing municipal drainage line as required.
- Anti-Carbonation paint under stations concourse / track / platform, etc.
- Earth filling with compaction with Contractor’s own good earth up to plinth level wherever required. For the area falling on the road, backfilling shall be done with sand.
- Foundations for the system equipments etc. as per co-ordination with various service provisions and system contractors engaged by Employer.
- Elastomeric bearings on spans including bearing pedestals, seismic devices.
- Ground water recharging arrangements one at each station.
- Public toilets one number at station in circulating area as per standard drawing with septic tank-soak pit/sewer connection with municipal system or STP as shown in the drawing.
- Crash barriers as per Tender drawing.
- Inserts for track plinth (Track plinth is not in the scope of this work)
- For stations located over road, temporary arrangement is to be made for providing working platform at suitable height so that traffic run below it unhindered. This arrangement shall be maintained till completion of exterior finishing work. The working platform has to be covered with suitable material so that nothing falls on the road. A detailed scheme is to be submitted for approval before start of work.
- Grooves on Parapet as approved.
- Provisions for cutouts in the station required for various services in coordination with various system contractors.
Tender document can only be obtained on the website https://etenders.gov.in/eprocure/app.
Source: UPMRC-Tender | Image Credit (representational): LMRCL
