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Tender Value
₹1.1 Cr
EMD Value
₹2.0 L
Closing Date
27 Feb 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/Bhagwangola in the jurisdiction of Assistant Engineer/ Berhampore Court.
TN-179-25-26~ER
TN-179-25-26
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.0 L
27 Feb 2026
4 Feb 2026
13 Feb 2026
136 items across 1 schedule · ₹1,05,92,081.66 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 42.18 | 84,360 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 44.67 | 89,340 |
| 3 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 563.65 | 56,365 |
| 4 | Fish plates with 4 fish bolts. | Joint | 50.00 | 229.18 | 11,459 |
| 5 | Fish plates of 6 bolts. | Joint | 100.00 | 317.41 | 31,741 |
| 6 | 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 | 2000.00 | 20.97 | 41,940 |
| 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 | 250.00 | 62.41 | 15,602.5 |
| 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 | 15000.00 | 3.61 | 54,150 |
| 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 | 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 | 15000.00 | 4.97 | 74,550 |
| 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 | 200.00 | 56.8 | 11,360 |
| 14 | 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 | 5000.00 | 4.29 | 21,450 |
| 15 | By using Railway's Grease graphite | Each | 1000.00 | 36.31 | 36,310 |
| 16 | By using Contractor's Grease Graphite | Each | 1000.00 | 40.34 | 40,340 |
| 17 | GRSP | Each | 1000.00 | 24.77 | 24,770 |
| 18 | ERCs | Each | 2000.00 | 8.27 | 16,540 |
| 19 | Metal/GFN Liners | Each | 2000.00 | 5.51 | 11,020 |
| 20 | 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 | 50.00 | 229.34 | 11,467 |
| 21 | 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 | 1.00 | 9,122.28 | 9,122.28 |
| 22 | 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 | 2.00 | 10,042.6 | 20,085.2 |
| 23 | Sleepers up to 2.85 m length | Each | 100.00 | 724.09 | 72,409 |
| 24 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 998.52 | 99,852 |
| 25 | Sleepers of more than 4.20 m length | Each | 50.00 | 1,575.04 | 78,752 |
| 26 | 1 in 8½ Turnout | Set | 1.00 | 4,524.5 | 4,524.5 |
| 27 | 1 in 12 Turnout | Set | 3.00 | 4,956.72 | 14,870.16 |
| 28 | 1 in 12 Switch Assembly | Set | 3.00 | 17,573.85 | 52,721.55 |
| 29 | 1 in 12 Turnout | Set | 5.00 | 4,198.45 | 20,992.25 |
| 30 | For 1 in 12 Turnouts | Set | 5.00 | 6,446.33 | 32,231.65 |
| 31 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 5.00 | 1,983.48 | 9,917.4 |
| 32 | 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 |
| 33 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 5.00 | 1,434.63 | 7,173.15 |
| 34 | 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 | 10.00 | 418.14 | 4,181.4 |
| 35 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 196.09 | 19,609 |
| 36 | Sleepers of length more than 4.20 m | Each | 100.00 | 212.43 | 21,243 |
| 37 | For average lead up to 50m and lift up to 5m | cum | 500.00 | 110.76 | 55,380 |
| 38 | 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 | 300.00 | 29.99 | 8,997 |
| 39 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 200.00 | 13.65 | 2,730 |
| 40 | 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 | 15000.00 | 31.27 | 4,69,050 |
| 41 | Under Traffic Block Conditions: | cum | 6000.00 | 62.42 | 3,74,520 |
| 42 | 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 | 50.00 | 2,213.63 | 1,10,681.5 |
| 43 | 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 | 200.00 | 2,032.51 | 4,06,502 |
| 44 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 23000.00 | 124.02 | 28,52,460 |
| 45 | 1 in 12 PSC layout | Set | 5.00 | 17,706.71 | 88,533.55 |
| 46 | With Contractor's Hydraulic Rail tensor | TRM | 1000.00 | 45.84 | 45,840 |
| 47 | Without Rail tensor | TRM | 10000.00 | 41.95 | 4,19,500 |
| 48 | With 2 bolts | Set | 500.00 | 130.09 | 65,045 |
| 49 | With Clamps | Set | 500.00 | 185.01 | 92,505 |
| 50 | 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 | 5.00 | 2,141.74 | 10,708.7 |
| 51 | With Contractor's hard wood block. | Each | 10.00 | 3,290.86 | 32,908.6 |
| 52 | 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 | 500.00 | 38.48 | 19,240 |
| 53 | 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 | 90000.00 | 17.71 | 15,93,900 |
| 54 | 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 | 200.00 | 203.13 | 40,626 |
| 55 | For duration of 8 hrs. | Each | 50.00 | 978.03 | 48,901.5 |
| 56 | For 60 Kg Rails | RM | 500.00 | 65.22 | 32,610 |
| 57 | For 52 Kg Rails | RM | 500.00 | 57.95 | 28,975 |
| 58 | For 60 Kg Rails | TRM | 1000.00 | 89.69 | 89,690 |
| 59 | For 52 Kg Rails | TRM | 1000.00 | 79.69 | 79,690 |
| 60 | 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 | 200.00 | 24.36 | 4,872 |
| 61 | 1 in 12 Turnout | Set | 10.00 | 1,233.06 | 12,330.6 |
| 62 | LWR / SEJ Board | Each | 10.00 | 151.99 | 1,519.9 |
| 63 | Level Crossing Post | Each | 10.00 | 174.38 | 1,743.8 |
| 64 | Curve Post | Each | 10.00 | 93 | 930 |
| 65 | Level Crossing Boom without fringe | Metre | 10.00 | 133.71 | 1,337.1 |
| 66 | Curve Board | Each | 10.00 | 151.99 | 1,519.9 |
| 67 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 10.00 | 58.01 | 580.1 |
| 68 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 170.82 | 17,082 |
| 69 | 52 Kg - 90 UTS - Outside Track | Each | 250.00 | 154.49 | 38,622.5 |
| 70 | 60 Kg - 110/90 UTS - On Running Line | Each | 100.00 | 222.4 | 22,240 |
| 71 | 52 Kg - 90 UTS- On Running Line | Each | 500.00 | 182.69 | 91,345 |
| 72 | Outside Track | Each | 200.00 | 57.02 | 11,404 |
| 73 | On Running Line | Each | 200.00 | 75.99 | 15,198 |
| 74 | 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 | 50.00 | 42.61 | 2,130.5 |
| 75 | For lead up to 500 metre. | MT | 300.00 | 455.32 | 1,36,596 |
| 76 | For lead beyond 500 metre and up to 1 Km. | MT | 300.00 | 587.97 | 1,76,391 |
| 77 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 150.00 | 70.51 | 10,576.5 |
| 78 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 150.00 | 16.85 | 2,527.5 |
| 79 | For lead up to 500m | MT | 100.00 | 515.42 | 51,542 |
| 80 | For lead beyond 500 metre and up to 1 Km | MT | 100.00 | 750.6 | 75,060 |
| 81 | 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 |
| 82 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 50.00 | 15.62 | 781 |
| 83 | Lead up to 5 Km | MT | 100.00 | 193.12 | 19,312 |
| 84 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 236.04 | 23,604 |
| 85 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 294.29 | 29,429 |
| 86 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 365.05 | 36,505 |
| 87 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 463.07 | 23,153.5 |
| 88 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 675.98 | 33,799 |
| 89 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 995.41 | 49,770.5 |
| 90 | Lead up to 5 Km | MT | 300.00 | 55.91 | 16,773 |
| 91 | Lead beyond 5 Km and up to 10 km | MT | 300.00 | 98.82 | 29,646 |
| 92 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 157.08 | 15,708 |
| 93 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 227.84 | 22,784 |
| 94 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 325.85 | 16,292.5 |
| 95 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 538.76 | 26,938 |
| 96 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 858.2 | 42,910 |
| 97 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 100.00 | 444.82 | 44,482 |
| 98 | All type of PSC sleepers | MT | 100.00 | 486.65 | 48,665 |
| 99 | P.Way fittings of all types and other similar loose items | MT | 100.00 | 460.41 | 46,041 |
| 100 | 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 | 10.00 | 76.94 | 769.4 |
| 101 | Level crossings with asphalted road surface | Sqm | 500.00 | 676.65 | 3,38,325 |
| 102 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 150.00 | 150.85 | 22,627.5 |
| 103 | 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 | 50.00 | 1,219.38 | 60,969 |
| 104 | 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 | 200.00 | 197.14 | 39,428 |
| 105 | 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 |
| 106 | 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 | 500.00 | 55.95 | 27,975 |
| 107 | Dismantling existing whistle boards along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge. | Each | 10.00 | 211.48 | 2,114.8 |
| 108 | Supplying and driving into ground 'C' class G.I. pipes of 20mm dia. x 150mm length for planting red flags and lamp at 5 metre on both sides from the centre of road at level crossings with all leads & lifts. Payment shall be made for complete work at one Level Crossing. Note: Two pipes make one set. | Set | 20.00 | 616.59 | 12,331.8 |
| 109 | Supplying galvanized Steel Wire Rope for DW signaling 6 x 19 ply as per IRS No. S.11 amended up to date for lifting barrier at level crossing gates, as directed by Engineer in- charge | Kg | 50.00 | 334.48 | 16,724 |
| 110 | Fabrication, supplying and fixing Stop Boards of 600mm dia. to lifting barriers as per approved drawing, made of 3mm thick plate, using MS clamps, providing 6 nos. of 50mm dia. red retro-reflector on stop board, painting iron works with two coats of synthetic enamel paint over one coat of primer of approved quality & colour and writing STOP mark over the board. | Each | 2.00 | 2,768.97 | 5,537.94 |
| 111 | With Contractor's hard wood block | Each | 4.00 | 4,016.5 | 16,066 |
| 112 | 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 p i t 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 | 5.00 | 510.27 | 2,551.35 |
| 113 | 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 | 10.00 | 610.12 | 6,101.2 |
| 114 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres | MT | 10.00 | 1,909.58 | 19,095.8 |
| 115 | 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 | 5.00 | 7,859.85 | 39,299.25 |
| 116 | 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 | 5.00 | 7,316.6 | 36,583 |
| 117 | Manned Level Crossing Indicator Board of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 5.00 | 6,796.33 | 33,981.65 |
| 118 | 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 | 5.00 | 7,676.77 | 38,383.85 |
| 119 | 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 |
| 120 | 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 |
| 121 | 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 |
| 122 | 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 | 50.00 | 1,122.41 | 56,120.5 |
| 123 | 7.2 mm dia. | Each | 10.00 | 375.78 | 3,757.8 |
| 124 | 18 mm dia. | Each | 2.00 | 2,303.2 | 4,606.4 |
| 125 | 26.5 mm dia. | Each | 2.00 | 3,416.81 | 6,833.62 |
| 126 | 28.75 mm dia. | Each | 2.00 | 3,648.99 | 7,297.98 |
| 127 | 31.75 mm dia. | Each | 2.00 | 4,537.09 | 9,074.18 |
| 128 | Manufacture & supply of wire brush 25mm long, as directed by Engineer in-charge. | Each | 50.00 | 55.2 | 2,760 |
| 129 | Boards with two posts | Each | 10.00 | 159.98 | 1,599.8 |
| 130 | For erection | Each | 10.00 | 302.02 | 3,020.2 |
| 131 | For removal | Each | 10.00 | 248.32 | 2,483.2 |
| 132 | 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 |
| 133 | Supplying and spraying in specified proportion Weedicide Chemical, capable to kill entire weed on track / cess / embankment with all labour, material, tools & plants etc. complete job in all respect. Scientific name of the chemical is Isopropylamine Salt of Glyphosate, in which active ingredient is Glyphosate (41%), colour is light amber to brownish, very low in toxicity and has favourable environmental characteristics. It will be ensured that no weed growth occurs up to six months period, otherwise re-spraying shall be done by the contractor free of cost. | Sqm | 50000.00 | 0.81 | 40,500 |
| 134 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 808.64 | 80,864 |
| 135 | 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 |
| 136 | Tractor with Trolley for local transportation or other misc. works. | Hour | 200.00 | 230.79 | 46,158 |
| Schedule total | ₹1,05,92,081.66 | ||||
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