Northern Railway Tender
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Northern Railway - NR Tender
Bridge Construction
Ireps
Opening Date27 Jan 2025
Closing Date20 Feb 2025
Tender Amount₹ 2,34,69,336.08
Technical
Technical
Financial
Technical Capacity
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The bidder must have successfully completed or substantially completed certain categories of work(s) during the last 07 years. The required prior work experience includes: a) Three similar works costing not less than 30% of the advertised value of the tender, b) Two similar works costing not less than 40% of the advertised value of the tender, or c) One similar work costing not less than 60% of the advertised value of the tender. The similar work should be related to "CONSTRUCTION / REHALITATION OF BOX BRIDGE / PSC SLAB BRIDGE / CONSTRUCTION OF ABUTMENTS / PIER / FOUNDATIONS / JACKETTING / RCC BOX ON OPEN FOUNDATION".
Costs
EMD
₹ 2,67,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Protection Work On Major Bridge Nos 3, 6 And 14 By Providing Guide Bunds/spurs On Br Nos 6 And 14, Pitching On Br No 3 In
Description
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Contact
Tender Id
311-DRM-MB-24-25-MORADABAD DIVISION-ENGINEERING/NORTHERN RLYTender No
311-DRM-MB-24-25Tender Authority
Northern Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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All items of Ch. No. 22 (Bridge work-Substructure-Misc)) of NR's Unified Standard Schedule of Rates 2010 (except banned items )
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7251343.92
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Supply, transportation, Installation, and supervision of Geo Synthetic cementitious Composite mat (flexible Concrete impregnated fabric hardens when hydrated to form a thin durable concrete matt) of thickness minimum 9 mm. The Geo Synthetic Cementitious composite mat should have tensile strength of 20 KN for both Longitudinal & Transversal as per EN 10319, Static Puncture Resistance- 3000 (CBR) (N) as per EN 12236, elongation at Break-40% for both Longitudinal & Transverse as per EN 10319, Compressive strength-40 MPa as per ASTM C 109 -2, Fire Resistance- Bs1- do, The Geo Synthetic Cementitious Composite matt shall be a CE certified product and shall be 5 laid in catch water drains, Line drains, side drains etc for construction of longitudinal drain between tracks and road alignment length, as per approved drawings. The work involves laying of Geo Synthetic Cementitious composite matt as per specification and methodology mentioned in the respective product literature in proper way with all required fixtures and fastenings/Anchors as a complete job as per instruction and satisfaction of Engineer in charge with contractors' own material, labour, with all lead, lift, T & P etc. The design and methodology to be approved by Railway prior to commencement of work. The quoted rate also includes cost of all materials, transportation and supply at site, installation, fixing, pegging, curing, preinstallation, surface preparation work like Jungle cleaning, removal of fencing as per site requirement, ballast removal, staking and spreading if required, surface dressing, soil profiling, earth excavation for drain and other miscellaneous petty work involved, backfilling and surface finishing etc. complete in all respect nothing shall be paid separately. Overlapping of 100 mm will be provided between two conjugative Geosynthetic Cementitious composite matts. The Overlap quantity shall be taken for measurement.
290
4806
1393757.4
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Supply of stone boulder as per Railway specification including all lift, leading, unloading, stacking at site as per direction of site Engineer Incharge.
4358
3087
13454104.76
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