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Tender Value
₹1.9 Cr
EMD Value
₹3.9 L
Closing Date
18 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
LUCKNOW
14 conditions · 3 needing a document upload
As a proof of sufficient financial capacity:- The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where V= Advertised value of the tender in crores of Rupees N= Number of years prescribed for completion of work for which bids have been invited. The average annual contractual turnover shall be calculated as an average of "total contractual payments" in the previous three financial years, as per the audited balance sheet. However, in case balance sheet of the previous year is yet to be prepared/ audited, the audited balance sheet of the fourth previous year shall be considered for calculating average annual contractual turnover. The tenderers shall submit requisite information as per Annexure-D, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed as defined in 1.1 during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works costing not less than the amount equal to 40% of advertised value of the tender, or One similar work costing not less than the amount equal to 60% of advertised value of the tender. (Credential from private individuals for whom such works are executed/being executed should not be accepted).{Authentic copy of the documents should be uploaded by the tenderer(s) along with their offer to fulfill the eligibility criteria otherwise their offers will not be considered and summarily rejected}.
Building/structure or Bridge work or Supply of building materials
52 conditions · 8 needing a document upload
(A) The stamp duty payable in Bank Guarantee for Bid Security and Performance guarantee differs from state/Union of Territory to state/Union of Territory as per the provisions of stamp Duty Act applicable in that particular state/Union of Territory on the date of execution of Bank Guarantee. The value of Non-Judicial Stamp paper for execution of the BG to be submitted shall be higher of the following two values:- (a) Stamp value as applicable in state/Union Territory from where Stamp paper is purchased. (b) Stamp value as applicable in the state of Uttar Pradesh. Stamp Duty applicable in the state of Uttar Pradesh for submission of Bank Guarantee for Bid Security and Performance Guarantee is Rs. Five per thousand or part thereof, subjected to maximum value of Rs. Ten Thousand (Rs. 10,000/-). (B) Bid offer of tenderer who submits Bank Guarantee in lieu of Bid security in violation of Para (A) above will be summarily rejected.
Audited Balance Sheet duly certified by the Chartered Accountant regarding contractual payments received in the past.
As per GCC-2022 ACS-11 dated-13.03.2026:- For tenders having advertised value more than Rs 10 crore wherein eligibility criteria include Bid Capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender.
Please submit your bank details i.e.Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, and PAN Number.
Please furnish list of plant and Machinery available on hand own and proposed to be inducted own and hired to be given separately for the subject work.
Please furnish list of Works on hand indicating Description of Work, Contract Value, Approximate value of balance work yet to be done and Date of award.
Certificates and testimonials regarding contracting experience for the type of job for which tender is invited with list of works carried out in the past giving Description of Work, Organization for whom executed, approximate value of contract at time of award, Date of award and Date of Completion. Date of actual Start, Actual Completion and Final value of Contract shall also be given.
Please furnish list of personal, organization available on hand and proposed to be engaged for the subject work.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
POA :- Regarding Power of Attorney, the conditions as per General Manager/Law/Gorakhpur's letter No. C/78/LO/Misc/HO/2024 dated 05.08.2024 attached herewith shall be applicable.
As per GCC-2022 ACS-11 dated-13.03.2026- New Para 16(4) (h) of Part-II of GCC'22- (h)- If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by the bidder as below: (1)- If bid quoted in % of advertised cost is below 0 to 5 % (inclusive) than additional Performance guarantee will be "Nil". (2)-If bid quoted in % of advertised cost is below 5% then an additional Performance guarantee of 5% will be submitted by the tenderer.
As per Railway board letter No. 2022/CE-III/Bridge Policy (E- 3406846) dated 29.12.2025 and NER/HQ letter No.-W/29/0/A/Pt IX/W5 Dated-18.02.2026, The maintenance period will be 04 years for following categories of work: a) Construction of ROB/RUB/LHS. b) Construction of new Rail Bridges/ROR. c) Re- building of existing bridges.
The earnest money deposited with the tender of successful tenderer will be retained as part of security deposit which will be 5 percent of the value of work awarded. The balance amount of security deposit will recovered on account bills of the work @ 6 percent till it reaches upto 5 percent of the value including earnest money.
For enactment of this Act, the tenderer shall be required to pay cess 1 of cost of construction work to be deducted from each bill. Cost of material shall be outside the purview of cess, when supplied under a separate schedule item Railway Boards No. 2008/ CE-1 CT/6 Dt. 09-07-2008
Rates are inclusive of all taxes/octroi, license fee, royalty charges etc. legally leviable by State, Central Govt. and/or any other local authority.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The informations should only be submitted in these standard formats.
In addition to General condition of contract 2022 and Indian Railways Unified standard specification Works Materials Volume I II 2010, revised upto date, special condition attached shall also apply.
Sales tax/Business tax will be recovered as per extant instruction on the subject.
The successful tenderer will have to submit full security deposit as per GCC-2022 before execution of the agreement.
a) The successful bidder shall have to submit a Performance Guarantee (PG) within 21 (Twenty one) days from the date of issue of Letter of Acceptance (LOA). Extension of time for submission of PG beyond 21 (Twenty one) days and upto 60 days from the date of issue of LOA may be given by the Authority who is competent to sign the contract agreement. However, a penal interest of 12% per annum shall be charged for the delay beyond 21(Twenty one) days, i.e. from 22nd day after the date of issue of LOA. Further, if the 60th day happens to be a declared holiday in the concerned office of the Railway, submission of PG can be accepted on the next working day. In all other cases, if the Contractor fails to submit the requisite PG even after 60 days from the date of issue of LOA, the contract is liable to be terminated. In case contract is terminated railway shall be entitled to forfeit Earnest Money Deposit and other dues payable against that contract. In case a tenderer has not submitted Earnest Money Deposit on the strength of their registration as a Startup recognized by Department of Industrial Policy and Promotion (DIPP) under Ministry of Commerce and Industry, DIPP shall be informed to this effect. The failed Contractor shall be debarred from participating in re-tender for that work.
b) The successful bidder shall submit the Performance Guarantee PG in any of the following forms, amounting to 5 percent of the contract value: i A deposit of Cash ii Irrevocable Bank Guarantee iii Government Securities including State Loan Bonds at 5 percent below the market value i v Deposit Receipts, Pay Orders, Demand Drafts and Guarantee Bonds. These forms of Performance Guarantee could be either of the State Bank of India or of any of the Nationalized Banks v Guarantee Bonds executed or Deposits Receipts tendered by all Scheduled Banks v i A Deposit in the Post Office Saving Bank vii A Deposit in the National Savings Certificates viii Twelve years National Defence Certificates ix Ten years Defence Deposits x National Defence Bonds and xi Unit Trust Certificates at 5 percent below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO/N. E. Railway free from any encumbrance may be accepted.
(1)Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs.2 Crores. Provided further that, in a contract where PVC is applicable, following shall be outside the purview of price adjustments (i.e. shall be excluded from the gross value of the work for the purpose of price variation) : (a) Materials supplied by Railway to the Contractors, either free or at fixed rate; (b) Any extra item(s) included in subsequent variation falling outside the purview of the Bill(s) of Quantities of tender, under clause 39. (1)(b) of these Standard General Conditions, unless applicability of PVC and 'Base Month' has been specially agreed, while fixing the rates of such extra item(s).(2) Price Variation Clause for Annual Maintenance Contract or Zonal Contract :- The price variation Clause of General Conditions of Contract shall not apply to a works contract which is either an Annual Maintenance Contract or a Zonal Contract as per Railway Boards letter No. 2013/CE/I/CT/O/10-PVC-Pt.I dated 27.01.2015 & 2017/Trans/01/Policy dated 08.02.2018.(3) Price Variation Clause shall be applicable accordingly attached document.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the Divisional Railway Manager/Engineering, N.E. Railway, Ashok Marg, Lucknow- 226001 by issuing Bank under registered Post A.D.
1- The B.G. Bonds submitted by contractors/bidders should be issued via SFMS. 2- The online verification of such B.G. Bonds is carried out through the AIMS portal. 3- No B.G. Bond is accepted unless it is verifiable through the SFMS system.
(1) Earnest Money Cost: -All the tenderers/Contractors have to deposit full earnest money as stipulated in the tender document through online modes as permitted in IREPS application. (2) Tender Document Cost: -All the tenderers/Contractors have to deposit tender document cost as stipulated in the tender document through online modes as permitted in IREPS application.
a- One qualified Graduate Engineer where the cost of the work to be executed is Rs.200 lakh and above. b- One qualified Diploma Holder Engineer where the cost of the work to be executed is more then Rs.25 lakh, but less then Rs.200 lakh. Technical staff should be available at site whenever required by the Engineer-in-charge to take instructions. In case the contractor fails to employ the qualified Engineer, he shall be liable to pay amount of Rs.40000 and Rs.25000 for each month or part thereof for the default period for the provisions, as contained in para a and b above respectively. The decision of the Engineer-incharge as to the period for which the required technical staff was not employed by the contractor and as to the reasonableness of the amount to be deducted on this account shall be final and binding on the contractor.
Care in Submission of Tenders :
Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and the rates he enters in the tender forms are adequate and all inclusive to accord with the provisions in Clause-37 of the Standard General Conditions of Contract for the completion of works to the entire satisfaction of the Engineer.
Tenderers will examine the various provisions of the Central Goods and Services Tax Act, 2017(CGST)/Integrated Goods and Services Tax Act, 2017(IGST)/Union Territory Goods and Services Tax Act, 2017(UTGST)/respective states State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. and as amended from time to time and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
The successful tenderer who is liable to be registered under CGST/IGST/ UTGST/SGST/ Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately after the award of contract, without which no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
In case the successful tenderer is not liable to be registered under CGST/IGST/UTGST/SGST Act, the railway shall deduct the applicable GST from his/their bills under reverse charge mechanism (RCM) and deposit the same to the concerned authority.
All documents related to Constitution of Firm by the Partnership Firm/ Joint venture/ Society/Companies/ MOU etc. duly notorized should be uploaded at the time of submission of bid.
The tenderer shall upload scanned copies of mandatory credentials such as experience certificates (Except Private Individual), turn over Certificates and any other documents as applicable.
Goods & Service Tax (GST) will be recovered as per extant instruction on the subject.
NER-LJN Division:- (1) Provision of turn Table for Coaching Depot, Aishbagh and (2) Constrcution of CYM office at Coaching Depot, Aishbagh.
NERLJN-2026-154
NERLJN-2026-154
Open
Works - General
12 Months
Lucknow, Uttar Pradesh
₹0
₹3.9 L
18 Jun 2026
25 May 2026
4 Jun 2026
171 items across 2 schedules · ₹1,71,30,064.27 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. | 100 Sqm | 1963.00 | 566.36 | 11,117.65 |
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | — | — | — | — | |
| 2 | Using Soil Class SQ1 | cum | 1178.00 | 188.26 | 2,21,770.28 |
| 3 | Mechanical manufacturing of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. | cum | 785.00 | 1,639.34 | 12,86,881.9 |
| 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 QAP 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% | — | — | — | — | |
| 4 | Plate Girder/Semi Through Girder/Composite Girder (Steel Work) | MT | 26.00 | 1,30,814.56 | 34,01,178.56 |
| 5 | Extra for using steel conforming to Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062 | MT | 26.00 | 3,612.43 | 93,923.18 |
| 6 | Supplying and fixing HSFG bolts of any 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. | Kg | 1200.00 | 150.57 | 1,80,684 |
| Assembling and erection of fabricated Steel girders on bearings at site with crane/derrick / any other approved means at site on sub structure with labour, equipment, T&P including site bolting with all temporary arrangements, scaffolding etc. with contractors design and scheme for longitudinal launching/side slewing (not requiring traffic block) approved by Railway. Rate includes drifts, service bolts, Holding down bolts etc. as per drawings. Note: Payment for HSFG bolts used if any will be made separately under relevant item. | — | — | — | — | |
| 7 | Plate Girder/Semi Through Girder /Composite Girder more than 12.2 m span | MT | 26.00 | 12,439.52 | 3,23,427.52 |
| 8 | Providing and fixing railing used in rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost of M.S. angle and channels in vertical posts, welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item. | Kg | 1200.00 | 88.24 | 1,05,888 |
| Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc. | — | — | — | — | |
| 9 | 300 MT capacity | Day | 1.00 | 3,44,518.95 | 3,44,518.95 |
| 10 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 2378.00 | 1.92 | 4,565.76 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 11 | Rail section of 52Kg and above | Each | 86.00 | 110.05 | 9,464.3 |
| Assembling complete BG Turnout on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 12 | 1 in 8½ Turnout | Set | 1.00 | 33,105.93 | 33,105.93 |
| Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in- charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 13 | Derailing Switch | Set | 1.00 | 12,600.89 | 12,600.89 |
| Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge. | — | — | — | — | |
| 14 | 1 in 8½ Turnouts | Set | 1.00 | 38,203.87 | 38,203.87 |
| 15 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 530.00 | 22.36 | 11,850.8 |
| Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre- defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms. | — | — | — | — | |
| 16 | Under Traffic Block Conditions: | cum | 558.00 | 44.74 | 24,964.92 |
| 17 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer- in-Charge. | TRM | 120.00 | 155.79 | 18,694.8 |
| 18 | Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. | Each | 13.00 | 550.07 | 7,150.91 |
| 19 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 558.00 | 42.38 | 23,648.04 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | — | — | — | — | |
| 20 | For sleeper density of 1540 sleepers per km | TRM | 280.00 | 234.75 | 65,730 |
| 21 | Linking of track on Girder Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 25.00 | 501.88 | 12,547 |
| 22 | Carrying out cut & connection to the existing PSC sleeper track under line block of any rail section and sleeper density to connect the same to newly linked track which is laid by the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, if required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading of ballast to provide cushion, shoulder ballast to the track stretch, giving one round of initial packing to make track fit for 20 kmph speed and boxing of ballast to profile as directed by Engineer in charge. | Each | 4.00 | 54,926.71 | 2,19,706.84 |
| 23 | Assembling, laying and linking of Broad Gauge track over CC apron, RCC/CC Bed Blocks etc. to correct level & alignment, fixing of all fittings with rails / panels, aligning & leveling correctly, as directed by engineer in-charge. Rate is inclusive of cutting rails, drilling holes for fixing fish plates, lubrication of fittings & fastenings, fixing reference pillars, arrangement for keeping assembly in correct position while concreting, as required. | TRM | 36.00 | 188.23 | 6,776.28 |
| 24 | Fixing all types of free rails / rail panels over pit line for BG track with inserts, elastic rail clips, MS liners and grooved rubber pads below rail to correct spacing, gauge, alignment and level with above fittings & fastenings in position, duly providing full complements of rail fittings. Required nos. of inserts per bearing shall be fixed at the time of concreting bed block over pit wall to correct spacing, centre to centre, alignment & levels as per IR's approved drawing. | TRM | 36.00 | 123.22 | 4,435.92 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 25 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 280.00 | 88.78 | 24,858.4 |
| First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 26 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 280.00 | 106.53 | 29,828.4 |
| Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. | — | — | — | — | |
| 27 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 280.00 | 81.95 | 22,946 |
| Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it. | — | — | — | — | |
| 28 | 1 in 8½ PSC layout | Set | 1.00 | 9,756.24 | 9,756.24 |
| 29 | 1 in 8½ Derailing Switch | Set | 1.00 | 1,389.11 | 1,389.11 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. | — | — | — | — | |
| 30 | Without Rail tensor | TRM | 150.00 | 43.04 | 6,456 |
| Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. | — | — | — | — | |
| 31 | For 52 Kg Rails | RM | 560.00 | 41.84 | 23,430.4 |
| 32 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 91.00 | 17.94 | 1,632.54 |
| Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | — | — | — | — | |
| 33 | 52 Kg - 90 UTS - Outside Track | Each | 164.00 | 187.19 | 30,699.16 |
| 34 | 52 Kg - 90 UTS- On Running Line | Each | 18.00 | 212.29 | 3,821.22 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 35 | Outside Track | Each | 628.00 | 49.91 | 31,343.48 |
| 36 | On Running Line | Each | 28.00 | 64.02 | 1,792.56 |
| Loading of rails of any section and length up t o 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres. | — | — | — | — | |
| 37 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 51.00 | 104.92 | 5,350.92 |
| Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period. | — | — | — | — | |
| 38 | For lead up to 500 metre. | MT | 46.00 | 327.34 | 15,057.64 |
| 39 | For lead beyond 500 metre and up to 1 Km. | MT | 23.00 | 421.75 | 9,700.25 |
| Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. | — | — | — | — | |
| 40 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 51.00 | 77.66 | 3,960.66 |
| Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 41 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 146.54 | 81.17 | 11,894.65 |
| Loading, leading and unloading of PSC Sleepers of 52Kg / 60Kg by Railway's Rail Dolly/ Dip Lorry to the nominated location under traffic in case road carriage is not possible for different leads and lift up to 5 metres. | — | — | — | — | |
| 42 | For lead up to 500 metres | MT | 146.54 | 254.77 | 37,334 |
| 43 | For lead beyond 500 metre and up to 1 Km | MT | 73.00 | 377.13 | 27,530.49 |
| Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. | — | — | — | — | |
| 44 | Lead up to 5 Km | MT | 1.48 | 147.28 | 217.97 |
| 45 | Lead beyond 5 Km and up to 10 km | MT | 2.96 | 188.44 | 557.78 |
| 46 | Lead beyond 10 Km and up to 20 km | MT | 2.96 | 244.97 | 725.11 |
| 47 | Lead beyond 30 Km and up to 50 km | MT | 40.00 | 411.83 | 16,473.2 |
| 48 | Lead beyond 50 Km and up to 100 Km | MT | 40.00 | 625.57 | 25,022.8 |
| Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. | — | — | — | — | |
| 49 | Lead up to 5 Km | MT | 19.00 | 49.84 | 946.96 |
| 50 | Lead beyond 5 Km and up to 10 km | MT | 15.00 | 90.99 | 1,364.85 |
| 51 | Lead beyond 10 Km and up to 20 km | MT | 15.00 | 147.52 | 2,212.8 |
| 52 | Lead beyond 20 Km and up to 30 km | MT | 19.00 | 217.02 | 4,123.38 |
| 53 | Lead beyond 30 Km and up to 50 km | MT | 99.00 | 314.38 | 31,123.62 |
| 54 | Lead beyond 50 Km and up to 100 Km | MT | 99.00 | 528.13 | 52,284.87 |
| 55 | Lead beyond 100 Km and up to 150 Km | MT | 197.54 | 846.46 | 1,67,209.71 |
| 56 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 88893.00 | 3.24 | 2,88,013.32 |
| Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied. | — | — | — | — | |
| 57 | From Truck / Trailer | MT | 146.54 | 76.06 | 11,145.83 |
| Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means. | — | — | — | — | |
| 58 | For a lead up to 500m | Each | 385.00 | 59.03 | 22,726.55 |
| Supplying & fixing of Anti-Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer-in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers | — | — | — | — | |
| 59 | MS chequered plates 6 to 8mm thick on new bridge | Kg | 7222.00 | 106.19 | 7,66,904.18 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. | — | — | — | — | |
| 60 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 55.00 | 781.72 | 42,994.6 |
| 61 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 33.00 | 836.21 | 27,594.93 |
| 62 | Tractor with Trolley for local transportation or other misc. works. | Hour | 48.00 | 200.69 | 9,633.12 |
| Schedule total | ₹82,32,894 | ||||
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