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Tender Value
₹16.6 Cr
EMD Value
₹33.2 L
Closing Date
6 Aug 2026, 3:00 pm
1)Provision of Ramp with roofing in FOB at (SZN,NRY,MJZ,BNSA) NSG-6 station.2)Provision of Ramp with roofing in FOB at (BPZ,KHMA and RMR) stations.3)Provision of Ramp with roofing in FOB at (RHN PLS) NSG 6 stations in jurisdiction of Sr DEN/I/IZN section of NE Railway.
NER-IZN-2026-122
NER-IZN-2026-122
Open
Works - General
12 Months
Unknown (Unspecified Location)
₹0
₹33.2 L
14 Jul 2026
14 Jul 2026
23 Jul 2026
Item Breakup - A-CPWD DSR-2021.
Item Breakup - B-CPWD DSR-2021 (Reinforcement).
Item Breakup - C-USSOR-2021.
3600.00 of minimum 50mm dia. spaced equally
3600.00 by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1- 2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%
Girder/Semi Girder/Composite Girder (Steel Work)
719.47 Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062
14400.00 and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and s t e e l structures with contractors labour, tools and plants and lead and lift etc., complete. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY 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.
Sqm 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.
Item Breakup - D-NS Items.
Inspection charges of work by third party MT RITES/ KRC or any other agency. Scope of third party inspection-generally covering to these item viz. / i.e, Approval of item, before trial assembly such as raw material records check, WPSS, WPQR, Various mechanical and chemical test reports. MTC/challan, Blasting/Metalizing and painting record acceptance of trail assembly, acceptance of Prefabrication formalities like QAP, WPS, WPQR and layout if any long SAW welds and segments of FOB members, & short welds and segments of FOB members, & short welds on stiffeners and allied locations including acceptance of trial assembly.
Topographical mapping by Total Station Per Equipment (TSS) of yard curve etc. Day showing all existing feature/structure such as road, rail, boundary, building, Nallha /Drain, electric, telephone line, water drain etc. using contractor own engineer, labour, tool & plant, equipment etc. complete. The work shall including mapping to the scale yard, curve etc. by TSS incorporating field data in Auto CAD, Drawing (Soft Copy) to engineer incharge required details. NOTE: Rate unit effectively means per team, per day deployed for the work in site. IZZATNAGER DIVISION-ENGINEERING/NORTH EASTERN RLY
Carring out soil investigation at site for Job bearing capacity and other parameters for designing the foundation for the satisfaction of engineer in charge at the required depth as per the direction of engineer incharge. The quoted rates will including the cost of submitting the soil test report from the agency of reputed as approved by the site engineer incharge (with contractors own tools and eqipment if required) as per special conditon of contract. The method of testing will be as per the direction of site Engineer.
Providing and fixing permanently colour Sqm coated trapezoidal profiled sheet of depth 28- 30mm at 195-205 mm pitch distance with precisely engineered "Rib &Flute" design. Profiled sheets shall be min. 0.5 mm TCT/0.45 mm BMT high tensile zinc aluminum alloycoated zincalume /galvalume steel sheet (550mpa yield strength) having a coating of mass of 150 gsm zincaluminium coating AZ- 150 total on both sides as per, AS 1397:1993 finished with 20 microns approved colour coating of Silicon Modified Polyester (SMP) /Super Polyester paint coat on exposed surface over a primer coat of 5 microns aback coat of 5 microns on reverse side over a 5microns primer coat. There shall be 2 small ribs/ square flutes between profiles for providing additional strength. The sheet to be fixed over the purlins with hexagonal head self drilling suitable fasteners with neoprene / EPDM washer on crests of the sheet.
Design of Foundations of Foot over bridges Each 3.0/6.0 M wide with Ramps/Stairs and suitability for RDSO's FOB standard drawings. The design and drawing shall be submitted in soft and hard copies duly collecting necessary data from Railways authorities, submitting for Railway's verification and approval, making corrections duly incorporating suggestions in drawings/ designs, further submission of original in transparent film paper and soft copy for Railways approval etc. with contractor's technical expertise and instruments, labour, consumables, repeatedly attending till final approval etc., complete as directed by Engineer in- charge. Total 8790521.40
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NIT
GCC2022LatestcorrectionslipupdateduptoACS11.pdf General conditions of contract
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SpecialconditionforPowerofAttorney.pdf
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Instructionstotendererwithspecialconditions.pdf
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HQJPO_Digginginthevicinityofcable_20.05.24.pdf
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TrackConditionnew.pdf
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GCC2022LatestcorrectionslipupdateduptoACS11.pdf
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