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Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
9 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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]
61 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.
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.
Different Track Maintenance work along with all ancillary work in Senior Section Engineer/P.Way/Ranaghat in the jurisdiction of Assistant Engineer/ Ranaghat.
TN-160-25-26~ER
TN-160-25-26
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.1 L
9 Jan 2026
12 Dec 2025
26 Dec 2025
184 items across 1 schedule · ₹1,11,87,403.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 42.18 | 42,180 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 44.67 | 44,670 |
| 3 | Locations other than Ballasted Deck Bridge | Each | 300.00 | 563.65 | 1,69,095 |
| 4 | Fish plates with 4 fish bolts. | Joint | 300.00 | 229.18 | 68,754 |
| 5 | 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 |
| 6 | 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 o f 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 | 500.00 | 26.45 | 13,225 |
| 7 | For 1.00m long fishplates | Joint | 100.00 | 125.1 | 12,510 |
| 8 | For 610 mm long fish plates. | Joint | 100.00 | 85.23 | 8,523 |
| 9 | 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 | 500.00 | 62.41 | 31,205 |
| 10 | 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 |
| 11 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 15000.00 | 2.72 | 40,800 |
| 12 | 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 | 400.00 | 56.8 | 22,720 |
| 13 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 1500.00 | 4.29 | 6,435 |
| 14 | By using Railway's Grease graphite | Each | 500.00 | 36.31 | 18,155 |
| 15 | By using Contractor's Grease Graphite | Each | 500.00 | 40.34 | 20,170 |
| 16 | GRSP | Each | 500.00 | 24.77 | 12,385 |
| 17 | ERCs | Each | 1000.00 | 8.27 | 8,270 |
| 18 | Metal/GFN Liners | Each | 1000.00 | 5.51 | 5,510 |
| 19 | 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 | 500.00 | 229.34 | 1,14,670 |
| 20 | On Cess | Each | 150.00 | 352.1 | 52,815 |
| 21 | In-situ situation | Each | 100.00 | 534.67 | 53,467 |
| 22 | Hole of dia. 26.5mm and above | Each | 100.00 | 304.48 | 30,448 |
| 23 | Hole of dia. below 26.5mm | Each | 100.00 | 200.24 | 20,024 |
| 24 | Rail section of 52Kg and above | Each | 200.00 | 163.69 | 32,738 |
| 25 | 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 | 5.00 | 9,122.28 | 45,611.4 |
| 26 | 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 | 5.00 | 10,042.6 | 50,213 |
| 27 | Under Traffic Block Conditions | Set | 5.00 | 8,669.48 | 43,347.4 |
| 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 | 2.00 | 10,403.43 | 20,806.86 |
| 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 | 1.00 | 41,789.32 | 41,789.32 |
| 31 | Diamond Crossing (Under Traffic Block) | Set | 1.00 | 56,345.24 | 56,345.24 |
| 32 | Sleepers up to 2.85 m length | Each | 50.00 | 724.09 | 36,204.5 |
| 33 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 998.52 | 49,926 |
| 34 | Sleepers of more than 4.20 m length | Each | 50.00 | 1,575.04 | 78,752 |
| 35 | 1 in 8½ Turnout | Set | 5.00 | 4,524.5 | 22,622.5 |
| 36 | 1 in 12 Turnout | Set | 5.00 | 4,956.72 | 24,783.6 |
| 37 | 1 in 8½ Switch Assembly | Set | 5.00 | 15,747.92 | 78,739.6 |
| 38 | 1 in 12 Switch Assembly | Set | 5.00 | 17,573.85 | 87,869.25 |
| 39 | For 1 in 12 Turnouts | Set | 1.00 | 36,456.75 | 36,456.75 |
| 40 | For 1 in 8.5 Turnouts | Set | 1.00 | 29,165.4 | 29,165.4 |
| 41 | 1 in 8.5 Turnouts | Set | 5.00 | 2,486.22 | 12,431.1 |
| 42 | 1 in 12 Turnout | Set | 5.00 | 4,198.45 | 20,992.25 |
| 43 | For 1 in 12 Turnouts | Set | 5.00 | 6,446.33 | 32,231.65 |
| 44 | For 1 in 8.5 Turnouts | Set | 5.00 | 5,157.07 | 25,785.35 |
| 45 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 5.00 | 1,983.48 | 9,917.4 |
| 46 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 5.00 | 1,586.78 | 7,933.9 |
| 47 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 5.00 | 4,368.66 | 21,843.3 |
| 48 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 5.00 | 3,494.93 | 17,474.65 |
| 49 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 5.00 | 1,434.63 | 7,173.15 |
| 50 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 5.00 | 1,147.7 | 5,738.5 |
| 51 | 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 | 50.00 | 418.14 | 20,907 |
| 52 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 50.00 | 196.09 | 9,804.5 |
| 53 | Sleepers of length more than 4.20 m | Each | 50.00 | 212.43 | 10,621.5 |
| 54 | For average lead up to 50m and lift up to 5m | cum | 50.00 | 110.76 | 5,538 |
| 55 | 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 | 10.00 | 29.99 | 299.9 |
| 56 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 10.00 | 13.65 | 136.5 |
| 57 | 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 | 1500.00 | 31.27 | 46,905 |
| 58 | Under Traffic Block Conditions: | cum | 5000.00 | 62.42 | 3,12,100 |
| 59 | For 60 Kg - 90 UTS Rail | Each | 20.00 | 4,581.85 | 91,637 |
| 60 | For 60 Kg/60EI - R260 grade Rail | Each | 20.00 | 4,581.85 | 91,637 |
| 61 | For 52 Kg - 90/72 UTS Rail | Each | 100.00 | 4,478.83 | 4,47,883 |
| 62 | Using H3C electrodes | Each | 5.00 | 7,424.6 | 37,123 |
| 63 | Using H3C electrodes | Each | 5.00 | 2,715.96 | 13,579.8 |
| 64 | Using H3C electrodes | Each | 3.00 | 3,416.39 | 10,249.17 |
| 65 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 10000.00 | 124.02 | 12,40,200 |
| 66 | For PSC Sleeper | TRM | 5000.00 | 106.3 | 5,31,500 |
| 67 | 1 in 8½ PSC layout | Set | 20.00 | 13,583.64 | 2,71,672.8 |
| 68 | 1 in 12 PSC layout | Set | 15.00 | 17,706.71 | 2,65,600.65 |
| 69 | 1 in 8½ Derailing Switch | Set | 5.00 | 1,928.41 | 9,642.05 |
| 70 | 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 | 3000.00 | 95.92 | 2,87,760 |
| 71 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 500.00 | 211.64 | 1,05,820 |
| 72 | Overhauling of fish plated / welded joint track sleepers including 3 approach sleepers on either sides up to 50mm below bottom of sleepers in crib & shoulder, replacing rounded ballast, recouping deficient ballast within 50m lead, replacement of worn-out fittings supplied by Railway, as directed as per procedure prescribed in latest edition of IRPWM. | Each | 30.00 | 1,512.87 | 45,386.1 |
| 73 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 250.00 | 149.36 | 37,340 |
| 74 | Without Rail tensor | TRM | 2500.00 | 41.95 | 1,04,875 |
| 75 | With 2 bolts | Set | 100.00 | 130.09 | 13,009 |
| 76 | With 4 bolts | Set | 50.00 | 143.68 | 7,184 |
| 77 | With Clamps | Set | 100.00 | 185.01 | 18,501 |
| 78 | 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 | 25.00 | 16,363.45 | 4,09,086.25 |
| 79 | 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 | 20.00 | 18,362.75 | 3,67,255 |
| 80 | Interchanging gauge face of rails of any section in traffic line block including removal of fittings and re-fixing the same after changing of gauge face, cutting of rails, joining the rails with fish plate & drilling holes as directed by engineer in-charge. | TRM | 200.00 | 113.05 | 22,610 |
| 81 | 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. N o t e : (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 | 30.00 | 2,141.74 | 64,252.2 |
| 82 | With Contractor's hard wood block. | Each | 150.00 | 3,290.86 | 4,93,629 |
| 83 | 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 | 300.00 | 249.67 | 74,901 |
| 84 | 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 | 400.00 | 38.48 | 15,392 |
| 85 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 5000.00 | 17.71 | 88,550 |
| 86 | 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 | 100.00 | 203.13 | 20,313 |
| 87 | For duration of 8 hrs. | Each | 100.00 | 978.03 | 97,803 |
| 88 | For 60 Kg Rails | RM | 200.00 | 65.22 | 13,044 |
| 89 | For 52 Kg Rails | RM | 200.00 | 57.95 | 11,590 |
| 90 | For 60 Kg Rails | TRM | 200.00 | 89.69 | 17,938 |
| 91 | For 52 Kg Rails | TRM | 300.00 | 79.69 | 23,907 |
| 92 | 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 | 300.00 | 24.36 | 7,308 |
| 93 | 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 | 2500.00 | 18.67 | 46,675 |
| 94 | 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 | 2500.00 | 46.62 | 1,16,550 |
| 95 | 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 | 2500.00 | 35.42 | 88,550 |
| 96 | 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 | 2500.00 | 23.61 | 59,025 |
| 97 | 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 | 2500.00 | 3.3 | 8,250 |
| 98 | 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 | 2500.00 | 6.88 | 17,200 |
| 99 | 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 | 2500.00 | 24.51 | 61,275 |
| 100 | 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 | 2500.00 | 43.98 | 1,09,950 |
| 101 | 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 | 2500.00 | 39.17 | 97,925 |
| 102 | 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 | 2500.00 | 101.19 | 2,52,975 |
| 103 | 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 | 300.00 | 498.18 | 1,49,454 |
| 104 | For night time block working | TRM | 2000.00 | 25.27 | 50,540 |
| 105 | Level crossing with asphalted surface | Sqm | 400.00 | 449.86 | 1,79,944 |
| 106 | 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 | 800.00 | 124.62 | 99,696 |
| 107 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 11,108.63 | 55,543.15 |
| 108 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 5.00 | 12,934.56 | 64,672.8 |
| 109 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 4,053.15 | 20,265.75 |
| 110 | Extra to Item no. 156011 for night block working | Set | 5.00 | 1,666.29 | 8,331.45 |
| 111 | Extra to Item no. 156012 for night block working | Set | 5.00 | 1,940.18 | 9,700.9 |
| 112 | Extra to Item no. 156015 for night block working | Set | 5.00 | 607.97 | 3,039.85 |
| 113 | 1 in 8½ Turnouts | Set | 5.00 | 6,665.18 | 33,325.9 |
| 114 | 1 in 12 Turnouts | Set | 5.00 | 7,760.73 | 38,803.65 |
| 115 | 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 | 20.00 | 2,731.53 | 54,630.6 |
| 116 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 20.00 | 4,149.84 | 82,996.8 |
| 117 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 15.00 | 3,941.12 | 59,116.8 |
| 118 | 60 Kg - 110/90 UTS - Outside Track | Each | 20.00 | 170.82 | 3,416.4 |
| 119 | 52 Kg - 90 UTS - Outside Track | Each | 40.00 | 154.49 | 6,179.6 |
| 120 | 60 Kg - 110/90 UTS - On Running Line | Each | 20.00 | 222.4 | 4,448 |
| 121 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 182.69 | 9,134.5 |
| 122 | Outside Track | Each | 30.00 | 57.02 | 1,710.6 |
| 123 | On Running Line | Each | 50.00 | 75.99 | 3,799.5 |
| 124 | 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 | 200.00 | 42.61 | 8,522 |
| 125 | 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 | 100.00 | 118.05 | 11,805 |
| 126 | Loading / unloading of concrete sleepers from cess to BFR / BRH wagons and vice-versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. | Each | 400.00 | 30.02 | 12,008 |
| 127 | For lead up to 500 metre. | MT | 100.00 | 455.32 | 45,532 |
| 128 | For lead beyond 500 metre and up to 1 Km. | MT | 50.00 | 587.97 | 29,398.5 |
| 129 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 50.00 | 70.51 | 3,525.5 |
| 130 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 50.00 | 16.85 | 842.5 |
| 131 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 50.00 | 210.29 | 10,514.5 |
| 132 | During period of traffic block | MT | 50.00 | 219.77 | 10,988.5 |
| 133 | During period of traffic block | MT | 50.00 | 34.63 | 1,731.5 |
| 134 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 100.00 | 97.16 | 9,716 |
| 135 | For lead up to 500 metres | MT | 50.00 | 354.59 | 17,729.5 |
| 136 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 526.66 | 26,333 |
| 137 | Lead up to 5 Km | MT | 80.00 | 193.12 | 15,449.6 |
| 138 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 236.04 | 11,802 |
| 139 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 294.29 | 14,714.5 |
| 140 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 365.05 | 18,252.5 |
| 141 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 463.07 | 23,153.5 |
| 142 | Lead beyond 50 Km and up to 100 Km | MT | 30.00 | 675.98 | 20,279.4 |
| 143 | Lead beyond 100 Km and up to 150 Km | MT | 20.00 | 995.41 | 19,908.2 |
| 144 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 800.00 | 3.27 | 2,616 |
| 145 | Lead up to 5 Km | MT | 100.00 | 55.91 | 5,591 |
| 146 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 98.82 | 9,882 |
| 147 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 157.08 | 15,708 |
| 148 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 227.84 | 22,784 |
| 149 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 325.85 | 32,585 |
| 150 | Lead beyond 50 Km and up to 100 Km | MT | 80.00 | 538.76 | 43,100.8 |
| 151 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 858.2 | 42,910 |
| 152 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 800.00 | 3.27 | 2,616 |
| 153 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 40.00 | 444.82 | 17,792.8 |
| 154 | All type of PSC sleepers | MT | 40.00 | 486.65 | 19,466 |
| 155 | P.Way fittings of all types and other similar loose items | MT | 10.00 | 460.41 | 4,604.1 |
| 156 | Stacking of glued joints in single layer for electrical testing, in such a manner that glued joints - (a) shall not touch ground, (b) shall not touch one another, (c) shall not touch any rail or any metallic body, (d) shall not be water-logged from any side and (e) end post shall not rest on supports of glued joint | Each | 50.00 | 76.94 | 3,847 |
| 157 | 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 | 80.00 | 436.89 | 34,951.2 |
| 158 | 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 | 80.00 | 214.88 | 17,190.4 |
| 159 | Level crossings with asphalted road surface | Sqm | 80.00 | 676.65 | 54,132 |
| 160 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 80.00 | 150.85 | 12,068 |
| 161 | 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 | 80.00 | 1,219.38 | 97,550.4 |
| 162 | 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 | 80.00 | 197.14 | 15,771.2 |
| 163 | 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 | 10.00 | 5,962.3 | 59,623 |
| 164 | With Railway's wooden block by cutting Railway's wooden sleepers (supplied free by Railways) into blocks by sawing to size | Each | 50.00 | 333.93 | 16,696.5 |
| 165 | With Contractor's hard wood block | Each | 80.00 | 4,016.5 | 3,21,320 |
| 166 | Erecting detonator rail posts at required locations as required including cutting the rail to required length varying from 1.00M to 1.50M , leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, marking of detonator symbol as per site requirement, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation and concrete work for foundation will be paid under relevant item. | Each | 100.00 | 510.27 | 51,027 |
| 167 | Erecting Emergency Chain Posts for level crossings , including cutting rail to required length varying from 1.00M to 1.50M , drilling holes, providing hooks & links / rings with necessary locking arrangements to fix emergency chain, leading the rail pieces from nominated station / mid section from nearest depot to site of work, erecting the rail post by making the pit of size as required and filling with CC 1:3:6 mix with 40mm aggregates and painting the rail post with two coats of synthetic enamel paint of approved colour and make, with contractor's materials, labour, paint, all lead and lifts, etc., complete as per specifications and as directed by the Engineer-in-charge. Note: (1) Rails & chain will be supplied by Railways. (2) Excavation and concrete work for foundation will be paid under relevant item. | Each | 50.00 | 610.12 | 30,506 |
| 168 | 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 | 10.00 | 7,859.85 | 78,598.5 |
| 169 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM-D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS S h e e t of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 10.00 | 4,092.72 | 40,927.2 |
| 170 | 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 | 5.00 | 6,572.25 | 32,861.25 |
| 171 | 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 | 5.00 | 5,674.99 | 28,374.95 |
| 172 | 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 | 5.00 | 6,572.25 | 32,861.25 |
| 173 | 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 |
| 174 | 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 | 10.00 | 1,122.41 | 11,224.1 |
| 175 | Gas Cutting Torch Blow Pipe | Each | 5.00 | 1,457.16 | 7,285.8 |
| 176 | Hose Rubber for Oxygen 6mm dia. | Metre | 100.00 | 46.89 | 4,689 |
| 177 | Hose Rubber for Dissolved Acetylene (D.A.) 6mm dia. | Metre | 100.00 | 46.89 | 4,689 |
| 178 | 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 |
| 179 | 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 | 100000.00 | 0.81 | 81,000 |
| 180 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 808.64 | 40,432 |
| 181 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 50.00 | 940.74 | 47,037 |
| 182 | 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 |
| 183 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 1000.00 | 12.73 | 12,730 |
| 184 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 450.00 | 11.39 | 5,125.5 |
| Schedule total | ₹1,11,87,403.41 | ||||
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