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Tender Value
₹16.8 Cr
EMD Value
₹33.6 L
Closing Date
31 Aug 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
WORK1
14 conditions · 2 needing a document upload
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-C, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.(As per Railway Board letter no. 2022/CE-I/CT/GCC-2022/Policy, dated 14-07-2022)
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) 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. [As per Annexure -B attached in tender document] (Full details para 10.1 in tender documents)
Defination of Similar Work :- Complete Track Renewal, through sleeper renewal, through rail renewal or Turnout renewal or TBTR or Deep Screening or Work involving loading and leading of P.Way materials or Distressing of LWR or Conversion of Track into LWR or Casual sleeper, rail and fitting renewal or Through fitting renewal or Through weld renewal or Raising of Track or Linking of track in Doubling/New Line/G.C.
42 conditions · 9 needing a document upload
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.
Please submit your bank details i.e. Name of the Bank along with Bank Branch Code, Account Number, IFSC Code, GST, PAN Number, Adhar Number, Mobile Number and e-mail address.
Please furnish list of personnel, organization available on hand and proposed to be engaged for the subject work. [As per Annexure -D attached in tender document]
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.[As per Annexure - E attached in tender document]
Please furnish list of Works completed in last Seven years (Ending last day of month previous to the one in which tender is invited) 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. [As per Annexure F attached in tender document]
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. [As per Annexure -G attached in tender document]
The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V(A). In case of other than Company/Proprietary firm, Annexure -V(A) shall also be submitted by the each member of a Partnership Firm/Joint Venture (JV)/Hindu Undivided Family (HUF/Limited Liability Partnership (LLP) etc, as the case may be. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested/digitally signed by which they/he are/is qualifying the Qualifying Criteria mentioned in the Tender Document. [As per Annexure-V(A) attached in tender document].
Upload Scanned receipt copy of payment of Bid Security through net banking or payment gateway or in case of submission of Bid Security in the form of Bank Guarantee. Full details para 5.0 of GCC-April 2022.
At the time of submission of bid, if you have any special Condition then upload in scanned pdf copy.
Tenderer has to submit latest partnership deed with an affidavit that above partnership deed is correct in all respect and is latest [As per Annexure-L attached in tender document].
The Bid Security 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 up to 5 percent of the value including Bid Security.
The Railway Reserve the right to accept in whole or in part or reject any tender or all tenders without assigning any reason for such action. Rate should not be quoted for part quantity.
For those conditions for which standard formats have been given in the uploaded document titled-Formats for uploading of various format. The information's should only be submitted in these standard formats.
Rates are inclusive of all taxes/royalty charges etc. legally leviable by State, Central Govt. or any other local authority.
Goods and Services Tax (GST) will be recovered as per extant instruction on the subject.
Performance Guarantee :-(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 Bid Security and other dues payable to the contractor against that particular contract, subject to maximum of PG amount. In case a tenderer has not submitted Bid Security 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% of the original contract value: (i)A deposit of Cash; (ii) Irrevocable Bank Guarantee; (iii) Government Securities including State Loan Bonds at 5% below the market value; (iv) Pay Orders and Demand Drafts tendered by any Scheduled Commercial Bank of India; (v)Guarantee Bonds executed or Deposits Receipts tendered by any Scheduled Commercial Bank of India; (vi) Deposit in the Post Office Saving Bank; (vii) 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% below market value or at the face value whichever is less. Also, FDR in favour of FA & CAO, NER (free from any encumbrance) may be accepted.
The tenderer shall upload scanned copies of mandatory credentials such as experience, Payment Certificates and any other documents as applicable.
Offer submission period :- Fifteen days prior to opening of tender, during which tenderers can submit their offer.
(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-in-charge 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.
Bank Guarantees BGs to be submitted by suppliers/contractors should be sent directly to the concerned authorities by issuing Bank under registered Post A.D
(1) Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. The conditions will be follow with up-to-date correction slips (As per Railway Board letter no. 2022/CE-I/CT/GCC-2022/Policy, dated 14-07-2022). (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 DT. 27.01.2015. (3) Price Variation Clause shall be applicable accordingly attached document.
(a)(i)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 that 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.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Care in Submission of Tenders :
(a)(i)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 that 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.
(a)(ii)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 state's State Goods and Services Tax Act (SGST) also, as notified by Central/State Govt. & 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.
(a)(iii)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.
(a)(iv)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.
(b)When work is tendered for by a firm or company, the tender shall be signed by the individual legally authorized to enter into commitments on their behalf.
(c)The Railway will not be bound by any power of attorney granted by the tenderer or by changes in the composition of the firm made subsequent to the execution of the contract. It may, however, recognize such power of attorney and changes after obtaining proper legal advice, the cost of which will be chargeable to the Contractor.
For all details of General Condition, Please See uploaded Tender Document and GCC-April-2022.
Through Ballast Recoupment (TBR) by cleaning of Ballast with BCM Machine between Lalkuan-Kashipur Section (58.25 km) along with other associated works under ADEN/KPV of IZN Division N.E. Railway
NER-IZN-2026-136~NER
NER-IZN-2026-136
Open
Works - General
12 Months
Gorakhpur, Uttar Pradesh
₹0
₹33.6 L
7 Aug 2026
7 Aug 2026
17 Aug 2026
185 items across 5 schedules · ₹16,81,16,690.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 1 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 32.09 | 64,180 |
| Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in- charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. | — | — | — | — | |
| 2 | Locations other than Ballasted Deck Bridge | Each | 3000.00 | 402.35 | 12,07,050 |
| 3 | Ballasted Deck Bridge | Each | 500.00 | 475.1 | 2,37,550 |
| 4 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 386780.00 | 3.85 | 14,89,103 |
| 5 | Removing seized ERC from SGCI inserts of existing track by using suitable approved chemicals and re- fixing after greasing of insert eye and ERC with Contractor's grease of specified quality as per provisions of IRPWM, as directed by Engineer in- charge. Note: 1.List of Seized ERC along with location shall be prepared after inspection of SSE/P.Way and marked prior to execution of this item. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if SGCI insert is broken or sleeper gets cracked in the process. | ERC | 5000.00 | 44.09 | 2,20,450 |
| Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete. | — | — | — | — | |
| 6 | By using Contractor's Grease Graphite | Each | 10000.00 | 34.83 | 3,48,300 |
| 7 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw with specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if sleeper gets damaged in the process. | Each | 4000.00 | 276.98 | 11,07,920 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 8 | Rail section of 52Kg and above | Each | 500.00 | 110.05 | 55,025 |
| Lifting for increase in ballast cushion of existing points & crossing layouts up to 75mm or part thereof including approach and exit sleepers including one round of through packing, correcting the disturbed sleeper spacing, tightening of fittings, boxing of ballast and ramping out on either side at slope not steeper than 1 in 1000 or as directed. Note: Item will be paid only when lifting is 50mm or more. | — | — | — | — | |
| 9 | 1 in 8½ Points & Crossing | Set | 50.00 | 11,409.93 | 5,70,496.5 |
| 10 | 1 in 12 Points & Crossing | Set | 100.00 | 15,509.37 | 15,50,937 |
| Casual renewal of PSC sleepers on points and crossings, derailing switches and diamonds portion of any layout including packing under new sleepers. All the released materials shall be stacked at specified location in a countable manner within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed with contractor's vehicles, consumables, stores, labour etc. complete, as directed by Engineer in-charge. Note: Approach and Exit sleepers shall be paid as normal sleepers under relevant item. | — | — | — | — | |
| 11 | Sleepers up to 2.85 m length | Each | 500.00 | 516.98 | 2,58,490 |
| 12 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 500.00 | 711.87 | 3,55,935 |
| 13 | Sleepers of more than 4.20 m length | Each | 500.00 | 1,121.37 | 5,60,685 |
| Manual deep screening of Plain track/ turnouts as per procedure prescribed in IRPWM, June 2020 or latest, on PSC sleepers of any density and throwing away screened muck arising out of screening on toe of bank or on cess, if low or on spoil banks above top of cutting (including throwing and leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms) as per direction of Engineer in-charge, including cutting cess for effective drainage on both sides, one round of kutcha packing with screened ballast and further attending to track parameter to make track fit for 20 kmph speed complete in all respect. Note : Payment shall be made for length along main line only for turnouts. | — | — | — | — | |
| 14 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 6000.00 | 494.18 | 29,65,080 |
| 15 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 3500.00 | 790.69 | 27,67,415 |
| Deep screening of turnout under line block within stipulated time by way of removing the Points and Crossing assembly by using T-28 cranes, removing the entire stone ballast bed b y excavators up to shoulders to depth of 200/250/300 mm, limiting the digging up to original formation level only, screening the ballast so removed and stacking, spreading ballast on the formation in uniform layer from stack of new/screened ballast, placing the points and crossing assembly in designed position, dumping and spreading ballast in cribs and shoulders, lifting of track as required so as to get a clean cushion of 300mm, shifting of sleepers to correct spacing including removal and re-fixing of fittings wherever necessary, aligning of sleepers as per prescribed layout, initial packing, aligning, dressing/ lowering the cess to deep screened depth up to the edge of bank with a slope of 1 in 30, boxing of ballast to profile and making fit to run the trains at a speed of non stop 20 KMPH as specified in IRPWM - June 2020 or latest complete in all respect as directed by the Engineer - in - charge. Note: 1. Rail cutting and Rail hole drilling shall be paid under relevant items. 2. Scooped ballast shall be screened and the unused quantity of screened ballast shall be stacked for use in future. | — | — | — | — | |
| 16 | For 1 in 12 points and Crossings | Set | 50.00 | 43,279 | 21,63,950 |
| 17 | For 1 in 8.5 Points & Crossings | Set | 25.00 | 34,623.2 | 8,65,580 |
| Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in-charge. Note: Payment shall be made based on ballast stack measurement. | — | — | — | — | |
| 18 | For average lead up to 50m and lift up to 5m | cum | 30000.00 | 91.7 | 27,51,000 |
| 19 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 120000.00 | 23.71 | 28,45,200 |
| 20 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 6500.00 | 151.94 | 9,87,610 |
| 21 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 6500.00 | 23.49 | 1,52,685 |
| 22 | 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 | 58000.00 | 22.36 | 12,96,880 |
| 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. | — | — | — | — | |
| 23 | Under Traffic Block Conditions: | cum | 60000.00 | 44.74 | 26,84,400 |
| 24 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction u s i n g suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment. | cum | 11650.00 | 254.95 | 29,70,167.5 |
| 25 | Extra over item 113010 for earth-work for making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non- cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. | cum | 11650.00 | 25.49 | 2,96,958.5 |
| 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 1660 | TRM | 5000.00 | 117.18 | 5,85,900 |
| Third or subsequent Through Packing o f 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 1660 | TRM | 5000.00 | 90.14 | 4,50,700 |
| 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. | — | — | — | — | |
| 28 | Without Rail tensor | TRM | 58000.00 | 43.04 | 24,96,320 |
| Anti-corrosive painting of rail on running track of any sleeper density on web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane as per requirement with two coats of thickness of 100 microns each by bituminous black paint confirms to IS- 9862 of reputed make including painting of liners, ERCs and including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM Note: 60% of payment shall be made if painting on only gauge face side is done. | — | — | — | — | |
| 29 | For 60 Kg Rails | TRM | 3000.00 | 64.8 | 1,94,400 |
| 30 | For 52 Kg Rails | TRM | 6000.00 | 57.57 | 3,45,420 |
| Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted. | — | — | — | — | |
| 31 | 1 in 12 Turnout | Set | 50.00 | 1,102.01 | 55,100.5 |
| 32 | 1 in 8½ Turnout | Set | 25.00 | 712.05 | 17,801.25 |
| Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge. | — | — | — | — | |
| 33 | Kilometre & Gradient post | Each | 100.00 | 84.69 | 8,469 |
| 34 | Hectometre Post | Each | 100.00 | 97.4 | 9,740 |
| 35 | LWR / SEJ Board | Each | 100.00 | 149.18 | 14,918 |
| 36 | Level Crossing Boards including Road Sign Boards | Each | 100.00 | 169.92 | 16,992 |
| 37 | Level Crossing Post | Each | 100.00 | 167.83 | 16,783 |
| 38 | Curve Post | Each | 100.00 | 89.51 | 8,951 |
| 39 | Curve Board | Each | 100.00 | 149.18 | 14,918 |
| 40 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 100.00 | 47.93 | 4,793 |
| 41 | Carrying out preparatory works for operation of Ballast Cleaning Machine (BCM) which includes making trench in track for inserting cutter bar, supporting track on wooden block supplied by Railway, removal of ballast along with muck from shoulder which is out of reach of cutter chain and putting the same in cutting width or between rails. Rate includes all miscellaneous works, e.g. opening and re-fixing of joggled fish plates, OHE Bonds, dismantling & removing obstructions etc. | TRM | 58250.00 | 13.79 | 8,03,267.5 |
| 42 | Carrying out various works during operation of BCM, like filling up of ballast at deficient location from locations where ballast is excess or from adjoining tracks, required initial packing, adjustment of PSC Sleepers, provision wooden blocks supplied by department and attending track parameters etc. complete so as to make track fit for 20 kmph speed. | TRM | 58250.00 | 33.34 | 19,42,055 |
| 43 | Removal of screened muck discharged by BCM, where muck disposal on side slope is restricted due to platform, cutting, OHE mast etc. and disposing it beyond 5m from edge of cutting up to 3m deep or alternatively carting it up to 50m for disposing off beyond the end of cutting / platform and making up cess wherever low. | TRM | 11650.00 | 25.3 | 2,94,745 |
| 44 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 10000.00 | 2.35 | 23,500 |
| 45 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM | 58250.00 | 17.54 | 10,21,705 |
| 46 | Ballast equalisation & ballast profiling after completion of deep screening work by BCM and/or after unloading of ballast by DMT (Ballast Train), as directed by Site Engineer as per IRPWM including heaping of ballast in tamping zone keeping rails & sleeper top free from ballast, spacing and squaring of sleeper, gauging, cleaning of muck, proper fixing of fastening, attention during each round of sleeper tamping in relation to pre & post working Note: Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile and cess profile. | TRM | 58250.00 | 31.43 | 18,30,797.5 |
| 47 | Making cess in deep screened track by using screened muck discharged by BCM where cess is low or cutting cess to required depth up to 4m from centre of track, where cess is high and disposing off extra muck beyond 5m from edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms, so as to make cess as per standard profile including providing proper slope. | TRM | 58250.00 | 28.12 | 16,37,990 |
| 48 | Carrying out Through packing of sleepers to make track fit for 30 KM speed as per procedure stipulated in latest version of IRPWM, behind BCM including filling ballast when only lifting is carried out by BCM. | TRM | 2563.00 | 72.29 | 1,85,279.27 |
| 49 | Pre, during, and post BCM works for deep screening of ballast in Points and crossings with all contractor's labour, tools and plants as required to carry out the work to the standards in specific time including crossing of tracks etc. complete and as directed by the Engineer - in - charge. I. Pre- BCM Operation : a) making trenches for insertion of cutter bars at various locations as per the directions of engineer in charge. i.e.., one trench ahead of one rail length from SRJ and second trench near sleeper No 62 ( 1in 12) etc., b) Filling up ballast up to sleeper level. c) Tightening of fittings/ plate screws, ERCs, Stud bolts, check rail bolts. II. During BCM Operation : a) Assistance to S&T Department : Opening of cables at approach of Points & Crossings, TLD Boxes/ removing of Point motor and refixing the same and covering cables after passing of BCM in block period with S&T Staff. b) Engineering : c) Removing of two long sleepers i.e.., sleeper No 3 & 4 and refixing the same in position during block after passage of BCM. d) Removing obstruction i.e.., S&T CC block duly digging with crow bars and breaking with chisel/ hammer, cutting of rail pegs with gas. e) To remove, excess ballast on rail table for free movement of BCM and for packing purpose. f) Extension of cutter bar wherever required in assisting machine staff. g) Removing of cutter bar/ Chain links from the trenches after screening work by BCM. III . Post BCM Operation : a) Packing switch portion including Motor long sleeper i.e.., SRJ to heel joint to reset Point for train movement & initial packing of lead portion to allow train at 20KMPH and lifting the track in two stages (50mm to 75mm in each lift) wherever required for correcting the longitudinal surfacing b) Dumping of ballast in the deficient portion in crib, on main line turnout side for initial packing purpose. c) Boxing / Levelling of muck duly ensuring levelling of muck on cess side and lowering of cess to the deep screened depth and removing of muck in between the lines and leading up to 250mts. Note: 1. For technical reasons, some of the points and crossings cannot be deep screened either fully or partially by BCM, in which case, the left over length will be deep screening manually. 2. The length of points and crossings assembly for payment of this item should be taken from SRJ to longest concrete sleeper available just beyond heel of crossing along main line. | TRM | 7500.00 | 356.21 | 26,71,575 |
| Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping- up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re- setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile. | — | — | — | — | |
| 50 | For day time block working | TRM | 60000.00 | 16.2 | 9,72,000 |
| 51 | For night time block working | TRM | 60000.00 | 18.15 | 10,89,000 |
| Pre, during & post tamping operations, for tamping of track on level crossing portion on all types of track structure and density, during traffic block, duly opening the road surface by digging up to the required width and up to 50mm below bottom of sleeper to facilitate tamping, removing and refilling ballast, adjustment of deficient ballast if necessary by picking from adjoining track/shoulder/cribs, removing and refixing all inter locking gears interfering, removing and re-fixing of check rails and painting of running rail & check rail with coal tar emulsion, completing road surface to smooth motorable condition after tamping is over, including tightening of loose fittings, replacement of broken/missing fittings, correction of displaced sleepers to correct position and as directed by Engineer in charge. | — | — | — | — | |
| 52 | Level crossing with asphalted surface | Sqm | 2000.00 | 322.85 | 6,45,700 |
| 53 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 600.00 | 89.8 | 53,880 |
| Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping- up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re- setting worked-out / fallen fittings; (9) Removing and re-fixing joggled fish plates & wooden blocks, OHE bonds & other obstructions, wherever necessary ;(10) Removing and re- fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation. | — | — | — | — | |
| 54 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 25.00 | 7,949.56 | 1,98,739 |
| 55 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 50.00 | 9,250.57 | 4,62,528.5 |
| Extra Over Item Numbers 156011 to 156015 for night block working | — | — | — | — | |
| 56 | Extra to Item no. 156011 for night block working | Set | 25.00 | 1,192.43 | 29,810.75 |
| 57 | Extra to Item no. 156012 for night block working | Set | 50.00 | 1,387.59 | 69,379.5 |
| 58 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 1000.00 | 1,944.16 | 19,44,160 |
| Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day. | — | — | — | — | |
| 59 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 730.00 | 3,504.06 | 25,57,963.8 |
| 60 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 1460.00 | 3,289.99 | 48,03,385.4 |
| 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) | — | — | — | — | |
| 61 | 60 Kg - 110/90 UTS - On Running Line | Each | 2500.00 | 261.78 | 6,54,450 |
| 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. | — | — | — | — | |
| 62 | On Running Line | Each | 5000.00 | 64.02 | 3,20,100 |
| 63 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 45000.00 | 60.43 | 27,19,350 |
| Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re-fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge. | — | — | — | — | |
| 64 | Level crossings with asphalted road surface | Sqm | 5000.00 | 485.34 | 24,26,700 |
| 65 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge N o t e : 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 600.00 | 933.05 | 5,59,830 |
| 66 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set | 58.00 | 4,283.41 | 2,48,437.78 |
| 67 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres | MT | 58.25 | 1,363.63 | 79,431.45 |
| Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 68 | Bilingual Whistle Boards for level crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm | Set | 50.00 | 6,558.52 | 3,27,926 |
| 69 | Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 50.00 | 5,991.81 | 2,99,590.5 |
| 70 | Un-manned Level Crossing Danger Stop Board of size 675mmx525mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mmx3650mm | Set | 20.00 | 3,865.71 | 77,314.2 |
| 71 | Manned Level Crossing Indicator Board of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 50.00 | 5,516.91 | 2,75,845.5 |
| 72 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 100.00 | 6,325.46 | 6,32,546 |
| 73 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS Sheet of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of b o a r d along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 20.00 | 3,485.66 | 69,713.2 |
| Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed. | — | — | — | — | |
| 74 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 50.00 | 5,456.57 | 2,72,828.5 |
| 75 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 50.00 | 4,675.76 | 2,33,788 |
| 76 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 50.00 | 6,725.52 | 3,36,276 |
| 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. | — | — | — | — | |
| 77 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 781.72 | 7,81,720 |
| 78 | Hydra or similar tyre mounted Pick-n- Carry crane of 12T capacity for misc. works of handling of material | Hour | 500.00 | 836.21 | 4,18,105 |
| 79 | Tractor with Trolley for local transportation or other misc. works. | Hour | 2000.00 | 200.69 | 4,01,380 |
| 80 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, w i t h contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 1000.00 | 598.06 | 5,98,060 |
| Schedule total | ₹6,99,85,106.6 | ||||
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