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Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
5 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/3
14 conditions · 3 needing a document upload
Item no 10.2 of GCC 2022: Financial Eligibility Criteria: 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-VIB, 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 Clause 10.2 of Indian Railways Standard General Conditions of Contract'2022 with upto date correction slip. [Authority: Executive Director/Civil Engineering(G), Railway Board's letter No.2022/CE-I/CT/GCC-2022/Policy dated 14.07.2022]
"SIMILAR NATURE OF WORK FOR THIS TENDER WILL BE: "Execution of P.Way Works." [as per PCE/ER/KKK's letter no.W(6) Similar Nature of Work/Loose dtd. 08.11.2023]
73 conditions · 6 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.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
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.
GST has been considered during assessment of this instant tender.
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.
In case of more than one L/1 bidders, tender may be awarded to tenderer having higher bid capacity. In case bid capacity is also the same, tenderer having done more value of similar work in last three previous financial years and the current financial year upto the date of opening of the tender, may be selected for the award. Instructions with respect to bid capacity will follow.
Due to inbuilt rate of Delhi schedule of Rates [Vol.-2]-2021 of Central Public Works Department, GST has been taken into consideration @ 12% upon items of Delhi schedule of Rates [based on CPWD DSR-2021 ver-2] during assessment of this instant tender. Tenderer should quote rate inclusive of applicable GST.
Track Maintenance work in Krishnanagar-Amghata section, Krishnanagar Yard & Kalinarayanpur Yard along with all ancillary work under SSE(P. Way)/Krishnanagar in the jurisdiction of DEN/III/Sealdah.
TN-20-26-27
TN-20-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.2 L
5 Jun 2026
11 May 2026
22 May 2026
232 items across 3 schedules · ₹1,10,08,147.53 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 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. | — | — | — | — | |
| 1 | For Casual/Scattered Rail Renewal work | RM | 700.00 | 42.18 | 29,526 |
| 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. | — | — | — | — | |
| 2 | For Casual/Scattered Rail Renewal work | RM | 700.00 | 44.67 | 31,269 |
| 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. | — | — | — | — | |
| 3 | For location of work not involving deep screening | TRM | 200.00 | 197.57 | 39,514 |
| 4 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 50.00 | 71.25 | 3,562.5 |
| 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. | — | — | — | — | |
| 5 | Locations other than Ballasted Deck Bridge | Each | 300.00 | 563.65 | 1,69,095 |
| 6 | Ballasted Deck Bridge | Each | 20.00 | 666.23 | 13,324.6 |
| 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. | — | — | — | — | |
| 7 | Fish plates with 4 fish bolts. | Joint | 60.00 | 229.18 | 13,750.8 |
| 8 | Fish plates of 6 bolts. | Joint | 20.00 | 317.41 | 6,348.2 |
| 9 | 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 | 2000.00 | 29.42 | 58,840 |
| 10 | 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 G r e a s e 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 | 200.00 | 26.45 | 5,290 |
| 11 | 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 | 50.00 | 62.41 | 3,120.5 |
| 12 | 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 | 30000.00 | 4.97 | 1,49,100 |
| 13 | 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 | 500.00 | 56.8 | 28,400 |
| 14 | 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 s c r e w w i t h 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 | 200.00 | 229.34 | 45,868 |
| Cutting / cropping of rail of 52Kg - 72 UTS or lighter section, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants. Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2.Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 15 | On Cess | Each | 50.00 | 234.73 | 11,736.5 |
| 16 | In-situ situation | Each | 50.00 | 334.18 | 16,709 |
| Cutting / cropping of rail of 52Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 17 | On Cess | Each | 50.00 | 270.85 | 13,542.5 |
| 18 | In-situ situation | Each | 50.00 | 394.93 | 19,746.5 |
| Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. | — | — | — | — | |
| 19 | On Cess | Each | 200.00 | 352.1 | 70,420 |
| 20 | In-situ situation | Each | 50.00 | 534.67 | 26,733.5 |
| 21 | Extra to item no. 064031 for cutting 110 UTS rail | Each | 20.00 | 52.82 | 1,056.4 |
| 22 | Extra to item no. 064032 for cutting 110 UTS rail | Each | 20.00 | 80.2 | 1,604 |
| Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc. | — | — | — | — | |
| 23 | Hole of dia. 26.5mm and above | Each | 200.00 | 304.48 | 60,896 |
| 24 | Hole of dia. below 26.5mm | Each | 100.00 | 200.24 | 20,024 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 25 | Rail section of 52Kg and above | Each | 150.00 | 163.69 | 24,553.5 |
| 26 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block c o n d i t i o n s 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 | 7.00 | 10,042.6 | 70,298.2 |
| 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. | — | — | — | — | |
| 27 | Under Traffic Block Conditions | Set | 7.00 | 8,669.48 | 60,686.36 |
| 28 | 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 | 7.00 | 10,403.43 | 72,824.01 |
| 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. | — | — | — | — | |
| 29 | 1 in 8½ Turnout (Under Traffic Block) | Set | 1.00 | 36,340.97 | 36,340.97 |
| 30 | 1 in 12 Turnout (Under Traffic Block) | Set | 6.00 | 41,789.32 | 2,50,735.92 |
| 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. | — | — | — | — | |
| 31 | 1 in 8½ Turnouts | Set | 1.00 | 20,882.1 | 20,882.1 |
| 32 | 1 in 12 Turnouts | Set | 6.00 | 24,188.59 | 1,45,131.54 |
| 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. | — | — | — | — | |
| 33 | Sleepers up to 2.85 m length | Each | 200.00 | 724.09 | 1,44,818 |
| 34 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 40.00 | 998.52 | 39,940.8 |
| 35 | Sleepers of more than 4.20 m length | Each | 10.00 | 1,575.04 | 15,750.4 |
| 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. | — | — | — | — | |
| 36 | 1 in 8½ Turnout | Set | 1.00 | 4,524.5 | 4,524.5 |
| 37 | 1 in 12 Turnout | Set | 6.00 | 4,956.72 | 29,740.32 |
| 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. | — | — | — | — | |
| 38 | 1 in 12 Switch Assembly | Set | 6.00 | 17,573.85 | 1,05,443.1 |
| Through Switches Renewals of existing curved/Thick web switches with Thick Web Switches on 60Kg Points and crossings including approach rails as required, on PSC sleepers, removing and re-fixing or replacing fittings, fastenings, stretcher bar, blocks etc., with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, under line block conditions and packing of any disturbed sleepers and boxing of ballast to profile, picking of slacks of track at switch portion, crossing of track wherever necessary. 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: Rail cutting and Hole Drilling shall be paid under relevant item. | — | — | — | — | |
| 39 | For 1 in 12 Turnouts | Set | 6.00 | 36,456.75 | 2,18,740.5 |
| Through renewal of Grooved Rubber Sole pads(GRSP) on Switch portion of PSC fan shaped layout comprising of removing & refixing Plate screws, ERCs including seized ERCs and liners, and replacing the GRSP after cleaning rail seat, refixing Slide chairs, liner and ERC after greasing and lubrication of ERCs, applying grease to liners and Liner contact area with contractor's Grease Graphite Grade 'O' (IS:408) after cleaning of rust/scale on liner contact area and on ERC, with all contractor's labour, tools, plants, leading of GRSP and stacking all the released materials etc .complete and as directed by Engineer in charge. Note: GRSP will be supplied at SSE/stores/depot. | — | — | — | — | |
| 40 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 12.00 | 1,983.48 | 23,801.76 |
| 41 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 2.00 | 1,586.78 | 3,173.56 |
| Through renewal of Grooved Rubber Sole pads(GRSP) on lead portion of PSC fan shaped layout comprising of removing & refixing ERCs, Liners including seized ERCs and replacing the GRSP after cleaning rail seat, refixing the liner and ERC after lubrication of ERCs, liners and Liner contact area with contractor's Grease Graphite Grade 'O' (IS:408) after cleaning of rust/scale on liner contact area and on ERC , etc., with all contractor's labour, tools, plants, leading of GRSP and stacking all the released materials etc .complete and as directed by Engineer in charge. Note: GRSP will be supplied at SSE/stores/depot. | — | — | — | — | |
| 42 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 1.00 | 4,368.66 | 4,368.66 |
| 43 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 1.00 | 3,494.93 | 3,494.93 |
| Through renewal of Grooved Rubber Sole pads(GRSP) on Crossing portion of PSC Sleeper turnout duly removing the Liners, ERCs including seized ERCs, and replacing the GRSP after cleaning rail seat, refixing the liner and ERC after lubrication of ERCs, liners and Liner contact area with contractor's Grease Graphite Grade 'O' (IS:408) after cleaning of rust/scale on liner contact area etc., with all contractor's labour, tools, plants, transportation of GRSP, and stacking all the released materials etc. complete and as directed by Engineer in charge. Note: GRSP will be supplied at SSE/stores/depot. | — | — | — | — | |
| 44 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 1.00 | 1,434.63 | 1,434.63 |
| 45 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 1.00 | 1,147.7 | 1,147.7 |
| 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. | — | — | — | — | |
| 46 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 196.09 | 39,218 |
| 47 | Sleepers of length more than 4.20 m | Each | 150.00 | 212.43 | 31,864.5 |
| 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. | — | — | — | — | |
| 48 | For average lead up to 50m and lift up to 5m | cum | 400.00 | 110.76 | 44,304 |
| 49 | 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 | 50.00 | 29.99 | 1,499.5 |
| 50 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 30.00 | 13.65 | 409.5 |
| 51 | 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 | 500.00 | 212.73 | 1,06,365 |
| 52 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 50.00 | 33.04 | 1,652 |
| 53 | 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 | 20000.00 | 31.27 | 6,25,400 |
| 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. | — | — | — | — | |
| 54 | Under Traffic Block Conditions: | cum | 4000.00 | 62.42 | 2,49,680 |
| 55 | Under Conditions not requiring Traffic Block: | cum | 50.00 | 47.34 | 2,367 |
| 56 | Unloading of sand / quarry dust during block from Railway's wagons other than Hopper wagons by opening the doors of boxes and pulling & pushing down sand with rake irons / phowrahs taking out jammed sand and distributing unloaded sand uniformly over the track. | cum | 50.00 | 133.19 | 6,659.5 |
| 25mm gap 'in-situ' welding during traffic block using Railway's welding portion 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 portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2 . Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. 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. | — | — | — | — | |
| 57 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 10.00 | 2,213.63 | 22,136.3 |
| 58 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 75.00 | 2,032.51 | 1,52,438.25 |
| 59 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 20.00 | 2,032.51 | 40,650.2 |
| Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual | — | — | — | — | |
| 60 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 20000.00 | 124.02 | 24,80,400 |
| 61 | For PSC sleeper Track with Sleeper Density of less than 1540 Sleepers/Km | TRM | 10.00 | 106.89 | 1,068.9 |
| 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. | — | — | — | — | |
| 62 | For PSC Sleeper | TRM | 150.00 | 106.3 | 15,945 |
| 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. | — | — | — | — | |
| 63 | 1 in 8½ PSC layout | Set | 2.00 | 13,583.64 | 27,167.28 |
| 64 | 1 in 12 PSC layout | Set | 15.00 | 17,706.71 | 2,65,600.65 |
| 65 | 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 | 50.00 | 672.36 | 33,618 |
| 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. | — | — | — | — | |
| 66 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 50.00 | 211.64 | 10,582 |
| 67 | For PSC sleeper Track with Sleeper Density less than 1540 sleepers/Km | TRM | 10.00 | 160.55 | 1,605.5 |
| Slewing and realigning of curves under traffic line block condition, as directed by Engineer in-charge with contractor's labour, tools & plants, as required with general lift up to 25mm including one round of through packing, ballast profiling, loosening/tightening of P.Way fittings, if required and other incidental works. Note: Payment will be made based on average slew calculated in each 50m length of track by averaging absolute values of positive and negative value of slews. | — | — | — | — | |
| 68 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 50.00 | 149.36 | 7,468 |
| 69 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 50.00 | 188.35 | 9,417.5 |
| 70 | PSC Sleeper track - Maximum slew more than 100mm and up to 150mm | TRM | 50.00 | 217.66 | 10,883 |
| 71 | PSC Sleeper track - Maximum slew more than 150mm | TRM | 50.00 | 249.62 | 12,481 |
| 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. | — | — | — | — | |
| 72 | With Contractor's Hydraulic Rail tensor | TRM | 100.00 | 45.84 | 4,584 |
| 73 | Without Rail tensor | TRM | 8000.00 | 41.95 | 3,35,600 |
| 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). | — | — | — | — | |
| 74 | With 2 bolts | Set | 10.00 | 130.09 | 1,300.9 |
| 75 | With Clamps | Set | 10.00 | 185.01 | 1,850.1 |
| Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working. | — | — | — | — | |
| 76 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 10.00 | 16,363.45 | 1,63,634.5 |
| 77 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 10.00 | 18,362.75 | 1,83,627.5 |
| 78 | 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 | 20.00 | 2,141.74 | 42,834.8 |
| Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall. | — | — | — | — | |
| 79 | With Contractor's hard wood block. | Each | 40.00 | 3,290.86 | 1,31,634.4 |
| 80 | 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 | 200.00 | 249.67 | 49,934 |
| 81 | 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 | 600.00 | 38.48 | 23,088 |
| 82 | 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 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. | — | — | — | — | |
| 83 | For 60 Kg Rails | TRM | 2000.00 | 89.69 | 1,79,380 |
| 84 | For 52 Kg Rails | TRM | 500.00 | 79.69 | 39,845 |
| 85 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 100.00 | 24.36 | 2,436 |
| 86 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 50.00 | 26.37 | 1,318.5 |
| 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. | — | — | — | — | |
| 87 | For night time block working | TRM | 8000.00 | 25.27 | 2,02,160 |
| 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, i n c l u d i n g tightening of loose fittings, replacement of broken/missing fittings, correction of displaced sleepers to correct position and as directed by Engineer in charge. | — | — | — | — | |
| 88 | Level crossing with asphalted surface | Sqm | 150.00 | 449.86 | 67,479 |
| 89 | Level crossing with CC block surface | Sqm | 20.00 | 388.11 | 7,762.2 |
| 90 | 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 | 20.00 | 124.62 | 2,492.4 |
| 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. | — | — | — | — | |
| 91 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 11,108.63 | 22,217.26 |
| 92 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 12,934.56 | 1,94,018.4 |
| 93 | Derailing Switch (Under Traffic Block Conditions) | Set | 1.00 | 4,053.15 | 4,053.15 |
| Extra Over Item Numbers 156011 to 156015 for night block working | — | — | — | — | |
| 94 | Extra to Item no. 156011 for night block working | Set | 2.00 | 1,666.29 | 3,332.58 |
| 95 | Extra to Item no. 156012 for night block working | Set | 10.00 | 1,940.18 | 19,401.8 |
| 96 | Extra to Item no. 156015 for night block working | Set | 1.00 | 607.97 | 607.97 |
| Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block. | — | — | — | — | |
| 97 | 1 in 8½ Turnouts | Set | 1.00 | 6,665.18 | 6,665.18 |
| 98 | 1 in 12 Turnouts | Set | 5.00 | 7,760.73 | 38,803.65 |
| 99 | Derailing Switch | Set | 1.00 | 2,431.89 | 2,431.89 |
| 100 | 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 | 30.00 | 2,731.53 | 81,945.9 |
| 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) | — | — | — | — | |
| 101 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 170.82 | 8,541 |
| 102 | 52 Kg - 90 UTS - Outside Track | Each | 50.00 | 154.49 | 7,724.5 |
| 103 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 222.4 | 11,120 |
| 104 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 182.69 | 9,134.5 |
| Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991. Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge. | — | — | — | — | |
| 105 | 60 Kg - 90 UTS - Outside Track | Each | 5.00 | 291.73 | 1,458.65 |
| 106 | 52 Kg - 90 UTS - Outside Track | Each | 5.00 | 282.6 | 1,413 |
| 107 | 60 Kg - 90 UTS- On Running Line | Each | 5.00 | 449.58 | 2,247.9 |
| 108 | 52 Kg - 90 UTS- On Running Line | Each | 5.00 | 307.62 | 1,538.1 |
| 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. | — | — | — | — | |
| 109 | Outside Track | Each | 300.00 | 57.02 | 17,106 |
| 110 | On Running Line | Each | 500.00 | 75.99 | 37,995 |
| 111 | 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 | 250.00 | 42.61 | 10,652.5 |
| 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. | — | — | — | — | |
| 112 | For lead up to 500 metre. | MT | 300.00 | 455.32 | 1,36,596 |
| 113 | For lead beyond 500 metre and up to 1 Km. | MT | 300.00 | 587.97 | 1,76,391 |
| 114 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 100.00 | 70.51 | 7,051 |
| 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. | — | — | — | — | |
| 115 | For lead up to 500m | MT | 50.00 | 515.42 | 25,771 |
| 116 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 750.6 | 37,530 |
| 117 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 50.00 | 93.95 | 4,697.5 |
| 118 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 50.00 | 15.62 | 781 |
| 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. | — | — | — | — | |
| 119 | Lead up to 5 Km | MT | 50.00 | 193.12 | 9,656 |
| 120 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 236.04 | 11,802 |
| 121 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 294.29 | 14,714.5 |
| 122 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 365.05 | 18,252.5 |
| 123 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 463.07 | 23,153.5 |
| 124 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 675.98 | 33,799 |
| 125 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 995.41 | 49,770.5 |
| 126 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 50.00 | 3.27 | 163.5 |
| 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. | — | — | — | — | |
| 127 | Lead up to 5 Km | MT | 30.00 | 55.91 | 1,677.3 |
| 128 | Lead beyond 5 Km and up to 10 km | MT | 30.00 | 98.82 | 2,964.6 |
| 129 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 157.08 | 7,854 |
| 130 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 227.84 | 11,392 |
| 131 | Lead beyond 30 Km and up to 50 km | MT | 70.00 | 325.85 | 22,809.5 |
| 132 | Lead beyond 50 Km and up to 100 Km | MT | 150.00 | 538.76 | 80,814 |
| 133 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 858.2 | 1,28,730 |
| 134 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 500.00 | 3.27 | 1,635 |
| 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. | — | — | — | — | |
| 135 | From DMT - During period of traffic block | MT | 300.00 | 197.95 | 59,385 |
| 136 | From Truck / Trailer | MT | 20.00 | 95.29 | 1,905.8 |
| 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. | — | — | — | — | |
| 137 | From DMT - During period of traffic block | MT | 30.00 | 251.77 | 7,553.1 |
| 138 | From Truck / Trailer | MT | 10.00 | 96.69 | 966.9 |
| 139 | Unloading all types of P.Way fittings and fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. | MT | 50.00 | 165.99 | 8,299.5 |
| 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. | — | — | — | — | |
| 140 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 500.00 | 444.82 | 2,22,410 |
| 141 | All type of PSC sleepers | MT | 100.00 | 486.65 | 48,665 |
| 142 | P.Way fittings of all types and other similar loose items | MT | 50.00 | 460.41 | 23,020.5 |
| 143 | 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 | 200.00 | 436.89 | 87,378 |
| 144 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM | 50.00 | 214.88 | 10,744 |
| 145 | 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 Note: 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 | 200.00 | 1,219.38 | 2,43,876 |
| 146 | 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 | 100.00 | 197.14 | 19,714 |
| 147 | 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 | 6.00 | 5,962.3 | 35,773.8 |
| 148 | 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 | 200.00 | 55.95 | 11,190 |
| 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. | — | — | — | — | |
| 149 | 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 | 6.00 | 7,859.85 | 47,159.1 |
| 150 | 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 | 1.00 | 7,316.6 | 7,316.6 |
| 151 | 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 | 1.00 | 7,676.77 | 7,676.77 |
| 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. | — | — | — | — | |
| 152 | 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 | 4.00 | 6,572.25 | 26,289 |
| 153 | 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 | 12.00 | 5,674.99 | 68,099.88 |
| 154 | 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 | 2.00 | 6,572.25 | 13,144.5 |
| 155 | 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 | 5.00 | 7,943.03 | 39,715.15 |
| 156 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 6.00 | 1,122.41 | 6,734.46 |
| Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. | — | — | — | — | |
| 157 | For erection | Each | 100.00 | 302.02 | 30,202 |
| 158 | For removal | Each | 100.00 | 248.32 | 24,832 |
| 159 | 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 |
| 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. | — | — | — | — | |
| 160 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 808.64 | 40,432 |
| 161 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 10.00 | 940.74 | 9,407.4 |
| 162 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with 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 | 50.00 | 836.66 | 41,833 |
| Schedule total | ₹1,03,42,278.53 | ||||
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ComlCompliance-IVVVIVIIVIIIIXXI.pdf
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TenderDocumentChapterI-II.pdf
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