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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
Refer Docs
EMD Value
₹7.1 L
Closing Date
23 Oct 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Track Renewal works (PH-31)
21 conditions · 5 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.
Para 5(3) ii. Part I of GCC shall be read as under: The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids [i.e. excluding the last date of submission of bids] [Advance Correction Slip No.5 to Indian Railways Standard General Conditions of Contract, April 2022 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 20.10.2023].
The participating Bidder must submit self certificate [Annexure V & VA as applicable] duly downloaded from the link given in Submission of Document Verification Certificate or documents uploaded along with tender. [Advance Correction Slip No.3 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 26.04.2023 and Advance Correction Slip No.4 vide Executive Director, Civil Engineering(G), Railway Board No.2022/CE-I/CT/GCC-2022/Policy dated 07.08.2023 ].
Maintenance period of contract - The Earnest Money/Bid Security deposited by the contractor will be converted into Security Deposit and will be refunded after six months of the date of completion of the work in all respect to the entire satisfaction of the Railway and on receipt of a certificate from the Assistant Engineer concerned.
All documents in support of fulfillment of eligibility criteria with respect to completion of similar nature of work for Technical Eligibility Criteria and Total contract value for Financial Eligibility Criteria should be submitted/ uploaded online in the website with scanned copy at the time of tender bidding with details showing in Annexure I, IV. No post tender communication, in any form will be made or entertained, after opening of tenders, in this regard. Railways may however call for the originals of the credentials for verification or any clarifications/confirmations on the contents of the documents submitted. Eligibility of tenderers shall be decided solely of the basis of the documents submitted along with the tender offers and any subsequent document whatsoever submitted in this connection would not be given any cognizance for finalization of the tender.
Payment through Letter of Credit is applicable for this tender as per Railway Board's letter no 2017/ACII/9/10 Pt I dated 20.02.2018 & 2018/CE-I/CT/9 dt. 04.06.2018 (Annexure B & C attached).
INSTRUCTION TO BIDDERS: A] The Railway reserves the right to verify all statements, information and documents submitted by the bidder in his tender offer, and the bidder shall, when so required by the Railway, make available all such information, evidence and documents as may be necessary for such verification. Any such verification or lack of such verification, by the railway shall not relieve the bidder of his obligations or liabilities hereunder nor will it affect any rights of the railway there under. B] In case of any wrong information submitted by tenderer, the contract shall be terminated, Earnest Money Deposit [EMD], performance Guarantee [PG] and Security Deposit [SD] of contract forfeited and agency barred for doing business on entire Indian Railways for 5[five] years.
Shramik kalyan Contractor[s] are requested to get themselves registered on Railways Shramik kalian portal at www.shramikkalyan.indianrailways.gov.in after issuance of letter of acceptance.
Contractor(s)/ Bidders are requested to refer to Clause 46A of Indian Railways Standard General Conditions of Contract'2022 with up to date correction slip for Price Variation Clause (PVC) in works contract. Item no 46A.1 of GCC 2022: Price Variation Clause (PVC) shall be applicable only in tender having advertised value above Rs. 2 Crores. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
For further details related to 'Bid Security' Bidders are requested to please connect para no 23 of the tender documents.
Bidders are requested to refer to para no 9 of tender document [Para 41 & 42 of Part II Standard General Conditions of Contract for "Variations in extent of Contract" of GCC 2022]
In case Agency desires submission of Bid Security in the form of Bank Guarantee, then please refer to para no 23(3) of Instruction to Tenderers for e-tenders, chapter I for further guidance. [Clause 5.0 of Part I of GCC 2022]
Bidders may also upload any relevant document as deemed fit.
TBR, TTR (Points and Crossing), TSRP, TFR, TBR (Points and Crossing), TBRP under Sr. Divisional Engineer/1/Sealdah.
TN-187-26-27~ER
TN-187-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹7.1 L
30 Sept 2026
30 Sept 2026
9 Oct 2026
245 items across 1 schedule · ₹3,75,98,583.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 1 | Up to 40 m long rail panel | RM | 500.00 | 10.88 | 5,440 |
| 2 | More than 40 m long rail panel | RM | 3000.00 | 17.23 | 51,690 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 3 | For Through Rail Renewal work | TRM | 3000.00 | 53.4 | 1,60,200 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 42.18 | 21,090 |
| 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. | — | — | — | — | |
| 5 | For Through Rail Renewal work | TRM | 3000.00 | 55.06 | 1,65,180 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 500.00 | 44.67 | 22,335 |
| Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge. | — | — | — | — | |
| 7 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 500.00 | 426.11 | 2,13,055 |
| 8 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 3000.00 | 238.25 | 7,14,750 |
| Re-spacing of existing PSC sleepers for Increasing Sleeper Density (ISD) work in track after marking of sleeper spacing as per required sleeper density, including fixing all fastenings and initial packing and all associated work required to complete the work, as directed. Note: Insertion of new sleeper will be paid extra under relevant item. | — | — | — | — | |
| 9 | For location of work not involving deep screening | TRM | 100.00 | 197.57 | 19,757 |
| 10 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 200.00 | 71.25 | 14,250 |
| 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. | — | — | — | — | |
| 11 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 563.65 | 56,365 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 12 | Fish plates with 4 fish bolts. | Joint | 100.00 | 229.18 | 22,918 |
| 13 | Fish plates of 6 bolts. | Joint | 100.00 | 317.41 | 31,741 |
| 14 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 1000.00 | 20.97 | 20,970 |
| 15 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 1000.00 | 29.42 | 29,420 |
| 16 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's Grease Graphite Grade 'O' (IS:408) duly cleaning of rust/scale of ERC, Metal /GFN liners & SGCI insert by using wire brush, scrapper/sand emery paper etc., with all contractor's labour, tools, plants including collection and stacking of released materials at nominated locations within SSE Jurisdiction and as directed by Engineer-in-Charge. Note: GRSP will be supplied at SSE/stores/depot. | Sleeper | 1000.00 | 26.45 | 26,450 |
| Lubrication of fish plated rail joints under traffic, by using Grease Graphite Grade 'O' (IS:408) and Black oil supplied by contractor, for all types of rail sections as per procedure laid down in latest version of IRPWM and as directed by Engineer In charge. Note: Release U/S bolt & nuts is to be deposited back. If any fish bolts is jammed it should be cut with chisel and hammer and replaced with fresh fish bolt supplied. | — | — | — | — | |
| 17 | For 1.00m long fishplates | Joint | 200.00 | 125.1 | 25,020 |
| 18 | For 610 mm long fish plates. | Joint | 100.00 | 85.23 | 8,523 |
| 19 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 400.00 | 62.41 | 24,964 |
| 20 | 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 | 20000.00 | 3.61 | 72,200 |
| 21 | Lubrication of ERCs and its liner contact area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. | ERC | 20000.00 | 4.97 | 99,400 |
| 22 | 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 | 1000.00 | 56.8 | 56,800 |
| 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. | — | — | — | — | |
| 23 | By using Contractor's Grease Graphite | Each | 5000.00 | 40.34 | 2,01,700 |
| Scattered renewal or replacement of missing / worn-out fittings with Railway's fittings for track/Points & Crossings sleepers including leading to required location for the work and the released fittings shall be collected and neatly stacked, as directed by the Engineer In charge. Note: New fittings shall be supplied from and released material shall be deposited at, nearest P.Way Stores. | — | — | — | — | |
| 24 | GRSP | Each | 3000.00 | 24.77 | 74,310 |
| 25 | ERCs | Each | 5000.00 | 8.27 | 41,350 |
| 26 | Metal/GFN Liners | Each | 5000.00 | 5.51 | 27,550 |
| 27 | 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 | 400.00 | 229.34 | 91,736 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 28 | Rail section of 52Kg and above | Each | 500.00 | 163.69 | 81,845 |
| 29 | Renewal of existing SEJ along with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading all new materials to site, transportation of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 10.00 | 9,122.28 | 91,222.8 |
| 30 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 6.00 | 10,042.6 | 60,255.6 |
| Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ. | — | — | — | — | |
| 31 | Under Traffic Block Conditions | Set | 6.00 | 8,669.48 | 52,016.88 |
| 32 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 4.00 | 10,403.43 | 41,613.72 |
| Under Traffic Block: Dismantling of existing BG turnouts, diamond crossings and derailing switches with all types of rails and sleeper layout, removing rails, switches, crossings, sleepers & fastenings, leveling of ballast to correct profile & stacking all the released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat and countable manner, within the lead of 250m & all lift, clear of infringements, crossing of track, if any complete, as directed. Note: 1. This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track on prepared ballast bed, as required, shall be paid separately under relevant item. | — | — | — | — | |
| 33 | 1 in 8½ Turnout (Under Traffic Block) | Set | 4.00 | 36,340.97 | 1,45,363.88 |
| 34 | 1 in 12 Turnout (Under Traffic Block) | Set | 3.00 | 41,789.32 | 1,25,367.96 |
| 35 | Diamond Crossing (Under Traffic Block) | Set | 1.00 | 56,345.24 | 56,345.24 |
| Assembling all types of Switches 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 with a maximum lead of 500m, all lift & crossing of track as required including cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including lubrication of fittings/fastenings, complete in all respect. Note: Required P.Way fittings shall be supplied at SSE/P.Way stores. | — | — | — | — | |
| 36 | 1 in 8½ Turnouts | Set | 10.00 | 20,882.1 | 2,08,821 |
| 37 | 1 in 12 Turnouts | Set | 6.00 | 24,188.59 | 1,45,131.54 |
| 38 | Derailing Switch | Set | 1.00 | 9,961.19 | 9,961.19 |
| 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. | — | — | — | — | |
| 39 | 1 in 8½ Turnouts | Set | 10.00 | 68,885.2 | 6,88,852 |
| 40 | 1 in 12 Turnouts | Set | 6.00 | 80,280.06 | 4,81,680.36 |
| 41 | Diamond Crossing | Set | 1.00 | 1,03,222.92 | 1,03,222.92 |
| 42 | Derailing Switch | Set | 1.00 | 17,244.69 | 17,244.69 |
| Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, 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/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item. | — | — | — | — | |
| 43 | 1 in 8½ Turnouts | Set | 10.00 | 55,447.01 | 5,54,470.1 |
| 44 | 1 in 12 Turnouts | Set | 6.00 | 65,085.21 | 3,90,511.26 |
| 45 | Diamond Crossing | Set | 1.00 | 80,970.14 | 80,970.14 |
| 46 | Derailing Switch | Set | 1.00 | 12,632.24 | 12,632.24 |
| Assembling on temporary staging and insertion of all types of switches including TWS 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 within 250m as per standard drawing, duly leading sleepers, rails, switches, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed lubrication of fittings/fastenings, complete as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 47 | 1 in 8½ Turnouts | Set | 10.00 | 21,028.05 | 2,10,280.5 |
| 48 | 1 in 12 Turnouts | Set | 6.00 | 27,950.61 | 1,67,703.66 |
| 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. | — | — | — | — | |
| 49 | Sleepers up to 2.85 m length | Each | 300.00 | 724.09 | 2,17,227 |
| 50 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 300.00 | 998.52 | 2,99,556 |
| 51 | Sleepers of more than 4.20 m length | Each | 200.00 | 1,575.04 | 3,15,008 |
| Renewal of CMS Crossing of all rail sections with CMS crossing or with WCMS crossing complete with fastenings including replacement of worn-out rubber pads, liners and ERC, as required. All the released materials shall be stacked at specified location in a countable manner within the lead of 500m & 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: Rail cutting and drilling shall be paid separately under relevant item. | — | — | — | — | |
| 52 | 1 in 8½ Turnout | Set | 12.00 | 4,524.5 | 54,294 |
| 53 | 1 in 12 Turnout | Set | 10.00 | 4,956.72 | 49,567.2 |
| Renewal of Switch Rails (Tongue rails, Stock rails and fittings) of all rail sections, under line block conditions ensuring proper housing & changing of stretcher bars and fittings as required. Work also includes drilling of hole, if any, and leading of rails laying anywhere in station yard to site of work. Released switch rails shall be stacked at indicated place 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: 1).One set means Two Tongue rails and Two Stock rails (2) One tongue & stock rail shall be considered as 1/2 set. (3) One tongue rail or one Stock rail shall be considered as 1/4 Set. | — | — | — | — | |
| 54 | 1 in 8½ Switch Assembly | Set | 12.00 | 15,747.92 | 1,88,975.04 |
| 55 | 1 in 12 Switch Assembly | Set | 8.00 | 17,573.85 | 1,40,590.8 |
| 56 | Renewal of corroded slide chairs duly removing the old slide chairs by heating using contractors gas and equipments or by any approved methods and inserting Railways new slide chairs and plate screws including crossing of tracks, leading all required materials to site, stacking all released materials, with all contractor's tools, consumables, labour, lead, lift and incidental charges etc complete as directed by the Engineer in charge. Note: 1. All the fittings will be supplied at nearest SSE/Stores. 2. In case of damage of PSC sleeper, penalty at the rate of 25% of the current cost of sleeper shall be levied. | Each | 200.00 | 418.14 | 83,628 |
| Re-spacing of PSC sleepers of existing turnout after pre-marking of sleeper locations as per standard layout drawings, removing ballast and all other fittings/fastenings to clear obstruction for shifting as required, shifting of sleeper at correct location, fixing of all fittings/fastenings, ballasting, requisite packing, boxing and profiling, complete as directed by Engineer-in-charge. Note: Prior inspection and recording defective spacing and approval of Engineer-in-Charge shall be mandatory for operating this item. | — | — | — | — | |
| 57 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 196.09 | 39,218 |
| 58 | Sleepers of length more than 4.20 m | Each | 200.00 | 212.43 | 42,486 |
| 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. | — | — | — | — | |
| 59 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 1500.00 | 692.51 | 10,38,765 |
| 60 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 1200.00 | 1,108.02 | 13,29,624 |
| 61 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 600.00 | 6.61 | 3,966 |
| 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. | — | — | — | — | |
| 62 | For average lead up to 50m and lift up to 5m | cum | 1000.00 | 110.76 | 1,10,760 |
| 63 | 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 | 1000.00 | 29.99 | 29,990 |
| 64 | 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 | 10000.00 | 31.27 | 3,12,700 |
| 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. | — | — | — | — | |
| 65 | Under Traffic Block Conditions: | cum | 3000.00 | 62.42 | 1,87,260 |
| Unloading of Ballast from Railway's wagons other than Hopper wagons by opening the doors of boxes and pulling & pushing down ballast with rake irons / phowrahs and distributing unloaded ballast uniformly over the track as required, clearing infringements/jammed ballast, profiling and boxing following all prescribed safety norms. | — | — | — | — | |
| 66 | Under Traffic Block Conditions: | cum | 1000.00 | 142.63 | 1,42,630 |
| 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor. | — | — | — | — | |
| 67 | For 60 Kg - 90 UTS Rail | Each | 80.00 | 4,581.85 | 3,66,548 |
| 68 | For 60 Kg/60EI - R260 grade Rail | Each | 100.00 | 4,581.85 | 4,58,185 |
| 69 | For 52 Kg - 90/72 UTS Rail | Each | 50.00 | 4,478.83 | 2,23,941.5 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 70 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 15000.00 | 124.02 | 18,60,300 |
| Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in-charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section. | — | — | — | — | |
| 71 | For PSC Sleeper | TRM | 2000.00 | 106.3 | 2,12,600 |
| 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. | — | — | — | — | |
| 72 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 2000.00 | 148.82 | 2,97,640 |
| 73 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 163.7 | 3,27,400 |
| 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. | — | — | — | — | |
| 74 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 2000.00 | 114.48 | 2,28,960 |
| 75 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 2000.00 | 125.92 | 2,51,840 |
| 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. | — | — | — | — | |
| 76 | 1 in 8½ PSC layout | Set | 50.00 | 13,583.64 | 6,79,182 |
| 77 | 1 in 12 PSC layout | Set | 40.00 | 17,706.71 | 7,08,268.4 |
| 78 | 1 in 8½ Derailing Switch | Set | 5.00 | 1,928.41 | 9,642.05 |
| 79 | Packing of isolated loose PSC sleepers on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 500.00 | 95.92 | 47,960 |
| 80 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 1000.00 | 672.36 | 6,72,360 |
| Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & 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 away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications. | — | — | — | — | |
| 81 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2000.00 | 211.64 | 4,23,280 |
| 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. | — | — | — | — | |
| 82 | With Contractor's Hydraulic Rail tensor | TRM | 4000.00 | 45.84 | 1,83,360 |
| 83 | Without Rail tensor | TRM | 2000.00 | 41.95 | 83,900 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately). | — | — | — | — | |
| 84 | With 2 bolts | Set | 200.00 | 130.09 | 26,018 |
| 85 | With 4 bolts | Set | 200.00 | 143.68 | 28,736 |
| 86 | With Clamps | Set | 100.00 | 185.01 | 18,501 |
| 87 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 25.00 | 2,141.74 | 53,543.5 |
| Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall. | — | — | — | — | |
| 88 | With Contractor's hard wood block. | Each | 100.00 | 3,290.86 | 3,29,086 |
| 89 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 400.00 | 249.67 | 99,868 |
| 90 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc. | RM | 1000.00 | 38.48 | 38,480 |
| 91 | Trimming of tree branches coming within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. | Each | 500.00 | 203.13 | 1,01,565 |
| 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. | — | — | — | — | |
| 92 | For 60 Kg Rails | RM | 4000.00 | 65.22 | 2,60,880 |
| 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. | — | — | — | — | |
| 93 | For 60 Kg Rails | TRM | 4000.00 | 89.69 | 3,58,760 |
| 94 | For 52 Kg Rails | TRM | 500.00 | 79.69 | 39,845 |
| 95 | Unloading of mono-block PSC sleepers in PQRS Depot using Railway's Portal crane from wagons and stacking them at the end of Assembling Line with all leads & lift. Note: 1.Unloading to be done within the stipulated time as and when loaded BFRs are received, so as to hand over empty BFRs without demurrage; 2.If unloading is not done within the stipulated time, the demurrage raised by the Railways shall be borne by the Contractor. 3.Contractor has to arrange necessary tools etc., complete for unloading from BFR's and stacking. | Each | 10000.00 | 7.52 | 75,200 |
| 96 | Loading pre-assembled panels with PSC sleepers in layers on BFR with Railway's Portal Crane in PQRS Depot, complete in such a manner that it may be dispatched in train formation to mid section, as directed by engineer in-charge. | TRM | 8000.00 | 6.77 | 54,160 |
| 97 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 5000.00 | 38.51 | 1,92,550 |
| 98 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track with all fittings, placing ballast as required in crib and shoulders, aligning and surfacing of track, attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway. | TRM | 5000.00 | 48.99 | 2,44,950 |
| 99 | PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to track and dumping in cribs and shoulders, regulating and boxing with available ballast to facilitate surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 5000.00 | 25.85 | 1,29,250 |
| Unloading of released track panels consisting of all types of rails & sleepers from Railway wagon at PQRS Depot, using portal cranes including dismantling of released panels to rails, sleepers & fastenings and stacking them material-wise and classification-wise at nominated locations within the yard limits with all leads, lift and crossing of tracks. | — | — | — | — | |
| 100 | With Railway's portal crane for PSC sleeper track | TRM | 5000.00 | 62.88 | 3,14,400 |
| 101 | Providing group of 2 men for doing various miscellaneous works for Railway's PQRS cranes (one set of 2 portals) for proper upkeep of crew rest van / rest room, as directed by the machine in-charge by : (1) Fuelling the machine, duly bringing diesel / hydraulic oil from the stacked drums; (2) Bringing water to the staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned). | Day | 200.00 | 1,659.93 | 3,31,986 |
| 102 | Guarding and watching the Track machine / group of machines, spare parts, oils, grease etc. of PQRS cranes (one set of 2 portals) during day and night time in a shift of 12 hours each, at all locations wherever necessary, as instructed by the machine in-charge. Note: One shift comprises of 12 hours. | Shift | 200.00 | 937.89 | 1,87,578 |
| 103 | Laying of auxiliary track with all types of rails, already available on cess, fixing rails on wooden blocks / CST-9 pots at 2m interval, true to square, to required alignment & level, fixing with spikes / screws / keys, linking rails with fish plates, bolts & nuts to a gauge of 3400mm (with reference to centre line of existing BG track), levelling both the rails to same plane as that of BG track over stone ballast by way of removing ballast from shoulders of existing track, providing one round of packing. Subsequently, dismantling auxiliary track after completion of PQRS work at site by way of removing wooden blocks / CST-9 pots and carrying same to next stretch / location, if required, where auxiliary track has to be laid and spreading the same at required locations and leaving rails there itself for carrying out TRR work later. | TRM | 8000.00 | 52.25 | 4,18,000 |
| In PQRS work, through rail renewal of BG track on PSC sleepers of any density with all types of rails / rail panels lying in auxiliary track or on cess for replacement of service rails including handling of rails by way of dragging, pairing etc. and leading released service rails to load into BFR / Lorry or to shift to next location including crossing of track with lead & lift and any other incidental works as required. | — | — | — | — | |
| 104 | For rails up to 13m length | TRM | 2000.00 | 137.12 | 2,74,240 |
| 105 | For rails of more than 13m and up to 40m length | TRM | 1000.00 | 129.53 | 1,29,530 |
| 106 | For rails above 40m length | TRM | 4000.00 | 129.39 | 5,17,560 |
| Loading of PSC sleepers in layers on BRH (special type modified BFR for TRT / PQRS working) by using contractor's Gantry (Crane) in TRT / PQRS Base Depot, placing dunnage (wooden beddings / wedges) between sleepers to cover entire layer of sleepers, complete in such a manner that it may be dispatched in train formation. | — | — | — | — | |
| 107 | Mechanised loading with Contractor's cranes /Hydra | Each | 10000.00 | 10.44 | 1,04,400 |
| 108 | Unloading of released sleepers from BRH (special type modified BFR for TRT working) in Depot by using contractor's Gantry (Crane) and stacking them at nominated locations within the yard limits with all leads & lift. | Each | 10000.00 | 11.15 | 1,11,500 |
| 109 | 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 | 6000.00 | 18.67 | 1,12,020 |
| 110 | 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 | 6000.00 | 46.62 | 2,79,720 |
| 111 | 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 | 6000.00 | 35.42 | 2,12,520 |
| 112 | Removal of screened muck discharged by FRM/SBCM 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 | 6000.00 | 23.61 | 1,41,660 |
| 113 | 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 | 1000.00 | 3.3 | 3,300 |
| 114 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM | 1000.00 | 6.88 | 6,880 |
| 115 | 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 | 2000.00 | 24.51 | 49,020 |
| 116 | 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 | 4000.00 | 43.98 | 1,75,920 |
| 117 | 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 | 2000.00 | 39.17 | 78,340 |
| 118 | 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 | 6000.00 | 101.19 | 6,07,140 |
| 119 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re- fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in- charge. | TRM | 2000.00 | 36.81 | 73,620 |
| 120 | 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 | 4000.00 | 498.18 | 19,92,720 |
| 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. | — | — | — | — | |
| 121 | For night time block working | TRM | 6000.00 | 25.27 | 1,51,620 |
| 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. | — | — | — | — | |
| 122 | Level crossing with asphalted surface | Sqm | 2000.00 | 449.86 | 8,99,720 |
| 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. | — | — | — | — | |
| 123 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,108.63 | 2,22,172.6 |
| 124 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 12.00 | 12,934.56 | 1,55,214.72 |
| 125 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 4,053.15 | 20,265.75 |
| Extra Over Item Numbers 156011 to 156015 for night block working | — | — | — | — | |
| 126 | Extra to Item no. 156011 for night block working | Set | 20.00 | 1,666.29 | 33,325.8 |
| 127 | Extra to Item no. 156012 for night block working | Set | 12.00 | 1,940.18 | 23,282.16 |
| 128 | Extra to Item no. 156015 for night block working | Set | 5.00 | 607.97 | 3,039.85 |
| 129 | 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 | 300.00 | 2,731.53 | 8,19,459 |
| 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. | — | — | — | — | |
| 130 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 200.00 | 4,149.84 | 8,29,968 |
| 131 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 200.00 | 3,941.12 | 7,88,224 |
| 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) | — | — | — | — | |
| 132 | 60 Kg - 110/90 UTS - Outside Track | Each | 800.00 | 170.82 | 1,36,656 |
| 133 | 52 Kg - 90 UTS - Outside Track | Each | 500.00 | 154.49 | 77,245 |
| 134 | 60 Kg - 110/90 UTS - On Running Line | Each | 600.00 | 222.4 | 1,33,440 |
| 135 | 52 Kg - 90 UTS- On Running Line | Each | 300.00 | 182.69 | 54,807 |
| 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. | — | — | — | — | |
| 136 | Outside Track | Each | 800.00 | 57.02 | 45,616 |
| 137 | On Running Line | Each | 800.00 | 75.99 | 60,792 |
| 138 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 1200.00 | 42.61 | 51,132 |
| 139 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. | Each | 500.00 | 118.05 | 59,025 |
| 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. | — | — | — | — | |
| 140 | For lead up to 500 metre. | MT | 1000.00 | 455.32 | 4,55,320 |
| 141 | For lead beyond 500 metre and up to 1 Km. | MT | 500.00 | 587.97 | 2,93,985 |
| Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre. | — | — | — | — | |
| 142 | For lead up to 500m | MT | 1000.00 | 515.42 | 5,15,420 |
| 143 | For lead beyond 500 metre and up to 1 Km | MT | 500.00 | 750.6 | 3,75,300 |
| Unloading of rails of any section and length from 13 metre to 39 metre, in neat manner for Railway usage from departmental material train (DMT) including lead up to 50 metre and lift up to 5 metre. | — | — | — | — | |
| 144 | During period of traffic block | MT | 500.00 | 219.77 | 1,09,885 |
| Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work. | — | — | — | — | |
| 145 | During period of traffic block | MT | 800.00 | 34.63 | 27,704 |
| 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. | — | — | — | — | |
| 146 | For lead up to 500 metres | MT | 1000.00 | 354.59 | 3,54,590 |
| 147 | For lead beyond 500 metre and up to 1 Km | MT | 500.00 | 526.66 | 2,63,330 |
| 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. | — | — | — | — | |
| 148 | Lead up to 5 Km | MT | 300.00 | 193.12 | 57,936 |
| 149 | Lead beyond 5 Km and up to 10 km | MT | 200.00 | 236.04 | 47,208 |
| 150 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 294.29 | 29,429 |
| 151 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 365.05 | 36,505 |
| 152 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 463.07 | 46,307 |
| 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. | — | — | — | — | |
| 153 | Lead up to 5 Km | MT | 600.00 | 55.91 | 33,546 |
| 154 | Lead beyond 5 Km and up to 10 km | MT | 400.00 | 98.82 | 39,528 |
| 155 | Lead beyond 10 Km and up to 20 km | MT | 200.00 | 157.08 | 31,416 |
| 156 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 227.84 | 22,784 |
| 157 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 325.85 | 32,585 |
| 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. | — | — | — | — | |
| 158 | From DMT - During period of traffic block | MT | 400.00 | 197.95 | 79,180 |
| 159 | From Truck / Trailer | MT | 400.00 | 95.29 | 38,116 |
| Unloading of 52kg / 60kg PSC special sleepers beyond 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 50 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. | — | — | — | — | |
| 160 | From DMT - During period of traffic block | MT | 400.00 | 251.77 | 1,00,708 |
| 161 | From Truck / Trailer | MT | 400.00 | 96.69 | 38,676 |
| Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres. | — | — | — | — | |
| 162 | From DMT - During period of traffic block | MT | 400.00 | 251.77 | 1,00,708 |
| 163 | From Truck / Trailer | MT | 400.00 | 125.39 | 50,156 |
| Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in-Charge. | — | — | — | — | |
| 164 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 600.00 | 444.82 | 2,66,892 |
| 165 | All type of PSC sleepers | MT | 500.00 | 486.65 | 2,43,325 |
| 166 | P.Way fittings of all types and other similar loose items | MT | 300.00 | 460.41 | 1,38,123 |
| 167 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 400.00 | 436.89 | 1,74,756 |
| 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. | — | — | — | — | |
| 168 | Level crossings with asphalted road surface | Sqm | 400.00 | 676.65 | 2,70,660 |
| 169 | Cutting foot of rail by gas or any other approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot. | RM | 600.00 | 197.14 | 1,18,284 |
| 170 | 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 | 50.00 | 5,962.3 | 2,98,115 |
| 171 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of 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 painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 3000.00 | 55.95 | 1,67,850 |
| Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed. | — | — | — | — | |
| 172 | With Railway's wooden block by cutting Railway's wooden sleepers (supplied free by Railways) into blocks by sawing to size | Each | 20.00 | 333.93 | 6,678.6 |
| 173 | With Contractor's hard wood block | Each | 400.00 | 4,016.5 | 16,06,600 |
| 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. | — | — | — | — | |
| 174 | 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 | 10.00 | 6,572.25 | 65,722.5 |
| 175 | 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 | 10.00 | 5,674.99 | 56,749.9 |
| 176 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 10.00 | 6,572.25 | 65,722.5 |
| 177 | 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 | 10.00 | 7,943.03 | 79,430.3 |
| 178 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, complete and as directed. | RM | 800.00 | 74.79 | 59,832 |
| 179 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 800.00 | 80.56 | 64,448 |
| 180 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 10.00 | 4,742.54 | 47,425.4 |
| 181 | Supplying and spraying in specified proportion Weedicide Chemical, capable to kill entire weed on track / cess / embankment with all labour, material, tools & plants etc. complete job in all respect. Scientific name of the chemical is Isopropylamine Salt of Glyphosate, in which active ingredient is Glyphosate (41%), colour is light amber to brownish, very low in toxicity and has favourable environmental characteristics. It will be ensured that no weed growth occurs up to six months period, otherwise re-spraying shall be done by the contractor free of cost. | Sqm | 50000.00 | 0.81 | 40,500 |
| 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. | — | — | — | — | |
| 182 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 150.00 | 808.64 | 1,21,296 |
| 183 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 150.00 | 940.74 | 1,41,111 |
| Schedule total | ₹3,75,98,583.25 | ||||
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