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Tender Value
₹24.5 Cr
EMD Value
₹49.0 L
Closing Date
23 Jun 2026, 3:00 pmClosed
Provision of 06 meter wide FOB at Aishbagh and Basti Railway stations and improvement works like raising of PF-1 & 2, extension of PF-2, water hydrant, water supply, toilet, pipeline and sanitation at Barhni Railway station of Lucknow Division, North Eastern Railway.
NER-LJN-RSP-2026-11~NER
NER-LJN-RSP-2026-11
Open
Works - General
9 Months
Lucknow, Uttar Pradesh
₹0
₹49.0 L
23 Jun 2026
29 May 2026
9 Jun 2026
Item Breakup - A1- (DSR-2021) items:
Item Breakup - A2-(DSR-2021) items:
Item Breakup - A3-(DSR-2021) items:
Item Breakup - A4-(DSR-2021) items:
Item Breakup - B1-(USSOR - 2021) items:
Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.
On new girder during fabrication Providing and fixing various size HTS holding down bolts conforming to relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.
With epoxy concrete grouting. Total 6466826.85
Item Breakup - C1-Non Schedule Items:
Supply & Fabrication of steel structures MT of various components for Foot Over Bridges/P.P. shelter, Low Height shelters and all type of shed in station and between two stations including cost of tested raw steel section confirming to IS:2062 (2011) Grade Designation 350 - 'A' procured from reputed firm only and its transportation & fabrication with contractor's own labour, all materials, tools - plants, bolts -nuts, washers, rivets, welding electrodes, welding plants, compressors, drilling machine, gas cutting equipment etc. with all lead, lifts for fabrication with initial one coats of ready mixed paint zinc chromate priming to IS:104 followed by on coat of ready mixed paint red oxide zinc chrome priming paint to IS:2074 and one coat of paint Aluminium to IS:2339 of approved quality and all activities as per IS specification/Rly. Bridge code with contractor's own all arrangements of power supply to complete the work as per drawing and safety, security, water consumption at site of fabrication. CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY
Erection and launching of fabricated MT steel structures of various components and lean to shed including with contractor's own labour, materials, tools - plants, bolts - nuts, washers, rivets, welding electrodes, welding plants, compressors, drilling machine, gas cutting equipments etc. with all lead, lifts and all activities as per specification with contractor's all own arrangement to complete the work as per drawing i.e. scaffolding, power supply, water consumption at site of erection. This also included the cost of crane, driver, fuel etc. required for erection and launching of complete the structure as per drawing.
Supplying, protective screen on FOB as per direction of Engineer in charge, with structural steel (MS Sheet, Angles, Tees etc. ) conforming to IS:2062 and Expanded Metal Steel Sheets conforming to IS: 412 including welding /bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item.
Painting of steel structures with one MT finishing coat of paint Aluminium confirming to IS:2339 of approved quality after touching up the primer coat where ever damaged during erection with one coat of ready mixed paint zinc chromate priming to IS:104 followed by one coat of ready mixed paint Red oxide zinc chromate priming paint to IS:2074 with contractors own paints, materials, Tools, plants, consumables, scaffolding etc. as directed by Engineer incharge.
Supplying testing fitting fixing & welding Per Unit with stud guns etc of normal headed SHEAR Studs /Shear connectors 25mm dia. And approx 100mm over all length (before welding) along with ferrules, on girder top as per Rly.'s approved drawing. The work is to be done as per Rly.'s approved drawing & specification complete asper direction of site engineer.
Supply & Driving the cold twisted MS Kg Sheet piles generally 10mm and 10 meter deep below formation level having interlocking design and taken out the same after launching with all necessary vibro hammers and other T & P required as a complete job. It includes all necessary labour and material, cost of all T&P , all leading, loading, transportation of the same with all toll taxes (To and Fro), GST and other applicable taxes as per extent rules, all ascent, descent, crossing of track, cost of all fuels and lubricants, the necessary arrangement of lighting, camping at site etc. CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY
Preparation of QAP (Quality Assurance MT Plan) & WPS (Welding Procedure System) for fabrication of bridge girder, RH/relieving girder for RUBs, FOBs and inspection of fabrication (in stages as per RDSO guidelines) of bridge girder, RH / r e lie v in g girder for RUBs, FOBs of Lucknow Division, North Eastern Railway's. ( 1 ) Fabrication of girder (RH/ relieving girder) for RUBs should be done as per RDSO Drawing. (2) Fabrication of girder for FOBs should be done as per RDSO drawing mentioned in the approved GAD. (3) The inspecting agency shall inspect the fabrication process from time to time as per QAP (Quality Assurance Plan), WPS (Welding Procedure System) approved by Railway. In case QAP is proposed to be modified at any stage, prior approval of Competent authority shall be obtained. (4) Steel fabrication works shall be executed either through nominated railway workshop or through trade (with condition as per Engineering standing order No.1). (5) Steel fabrication of works can also be executed by other agencies like NHAI, state PWDs, RVNL, RITES etc. for RUBs / FOBs etc. (6) Fabrication of splice joints for welded plate girders of different spans as per approved RDSO drawings and as per latest IRS specification. The contractor (who is assigned fabrication work) will co- ordinate with the quality control officials while inspection and shall arrange the trial assembly of the girder, for checking the dimensions etc., at the structural shop and defects if any observed by the inspection officials shall be rectified by the contractor and shall ensure that the finished girder tolerances are within the allowable welded girder's Tolerances in accordance with the latest IRS (7) The material required for fabrication of steel channel sleepers should be procured by contractor (who is assigned fabrication work) from integrated steel plants along with test certificates and the proof of purchase should be produced, With contractors all materials, labour, tools & plants including all lead, lift, taxes charges etc. complete in all respects.
Supplying, erecting and fixing precast Each concrete reinforced bench with back rest. Bench shall consist of 2 nos. L shaped base support in natural cement colour of thickness 100 mm, back height 1000 mm, front height 450 mm, base width 620 mm and 5 nos. reinforced concrete planks in red colour and size of 1500 x 100 x 50 mm and 1 no. reinforced concrete plank of 150 x 200 x 50 mm; manufactured by using M-30 grade concrete & reinforced suitably; all parts to be joined with galvanised nuts and bolts of suitable size. All bolts to be sealed after assembly. Complete job to be done as per directions of Engineer In- charge. CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY
Extra for vacuum dewatering in fresh Sqm concrete work by leveling with double framed screed vibrator, excess water to be removed through vacuum pump with bottom and top filter mat duly selling the edges all around finishing with power floater and power trawler to obtain the hard surface with all and lift and other incidental works etc.
Manufacturing, Supplying & fixing of Pr- Each Fabricated RCC coping stone of size 530 mm x 1125mm x 100mm thick as per top face designed and approved by site Engineer with M-30 grade RCC with 8mm dia tor steel at 150mm c/c both ways and manufactured by vibro compaction process using jointless FRP/GRP moulds of required size, shape & design The item includes cost of cement, reinforcement, transportation etc. complete job
Providing and fixing PVC false celling tiles Sqm of required size in true horizontal levels suspected in interlocking MS tube grid of section 25 mm x 1.2 mm PVC ceiling tiles should have a section have a section size of 6mm x 250mm with wall thickness of 0.8mm.Perimeter edge of tiles be covered by extruded PVC beeding of size 9mm x 8mm x 1mm.MS tube section grid should be properly secured with walls and anchored to roof with help of suitable complete work.
Providing and fixing PVC wall panelling Sqm tiles of required size in true vertical level fixed on MS tube section 50mm x 12mm x 1mm and 600mm c/c PVC tiles should have a section size of 250mm x 6 mm with all thickness of 0.6 mm to 0.8 mm Perimeter edge of tiles shall be covered by extended PVC corner beading of size 0.9 mm x 0.8 x 0.1mm complete in all respect.
Item arrangement for expansion joint / Grooves with dimond cutter of reputed manufacturer with skilled workmanship to Provide sharp edge cutting on required depth including all labour & material, leading, loading, unloading ,handling taxes ,charges etc. complete job Nothing extra will be paid what so ever case may be.
Providing and laying tactile tile (for vision Sqm impaired persons as per standards) of size 300x300x15.0mm having water absorption less than 0.5% and conforming to IS: 15622 and chemical resistance conforming to IS:4457 of Johnson/ Somany or similar brand in all colours and shades in outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in- Charge CAO-C-RSP-NER-ENGINEERING/NORTH EASTERN RLY
Supply and fixing of 160mm/6kg, PVC Metre pipe including all labour material etc complete
Providing and fixing of non woven Sqm geotextile for rain water harvesting having thickness of 400 GSM, having minimum tear strength of 250 ASTM D4533, Width wise at least 215 ASTM D4533 having puncture strength of 1550 plus as per ASTM D6241 Having elongation at Break of 57% plus as per ASTM D 4595 in single layer made out of long fibers to hold the modules including cutting, sizing, Heat welding and needle punched for high porosity and proper percolation
Supply & installation of 50 cum Polymer cum based rainmaxx or equivalent make modules (Honeycomb design on each plate) made up of 100% recycled polypropylene capable of taking light vehicular movement up to at least 30 tons / sqm with adequate backfilling & 4 small plates combination creating 3 spans inside the module. These modules are made from combination of large (683*410mm) and small (369*410mm) plates along with external locks. Each large plate should have at least fourteen external locking slots in order to give stability to tank. These tank should have optimum connection & block stability using double lock stability. Each single tank is made of four large and four small plates in case of single tank and 10 large & 12 small plates for triple tank.Capacity of single tank is (.683*.410*.450) equals to 0.126 CUM. Weight of each large plate should be at least 1050 gms and each small plate should be at least 550 gm. The design to be approved by Engineer- in-Charge
Providing, fixing, installing, testing & Numbers commissioning of FRP based Micro filter with diameter of 750 mm and height 1000 mm + 1000 mm extension ) having inlet of 6 inches and outlet of 6 inches with SS 304 mesh . Flow rate of micro filter should be at least 40 - 45 KL / Hr. and thickness 6 - 8 mm ( FRP based RWH Filters should be GRIHA and SVAGRIHA Certified. The product should be registered under GRIHA Criterions 21 & 18 and SVAGRIHA Criterion 9. Certificate should be valid on the current date.)
Supplying & fixing of 6mm thick Sqm polycarbonate sheet LEXAN or similar sultiwa as required shape and colour with aluminum alcox section EPDM rubber gasket and sealant to make it leak proof including required screw, scaffolding, labour and T&P etc as per drawing and direction of Engineer In-charges. Total 91879319.02
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