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Tender ID
Tender Value
₹93.0 L
EMD Value
₹1.9 L
Closing Date
5 Jun 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
DEN/HQ
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 AS - EXECUTION OF P. WAY WORKS
24 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.
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.
Due to inbuilt rate of ER HQ IR USSOR-2021, GST has been taken into consideration @ 12% upon items of USSOR-2021 during assessment of this instant tender. Tenderer(s) should quote rate inclusive of applicable GST.
Participants tenderer(s) are requested to go through the Railway Board letter no.2022/CE-I/CT/GCC-2022/POLICY/Pt.I(E-3320424) Dtd.13.03.2026 Indian Railways Standard General Conditions of Contract, April 2022 (Advance Correction slip No.11) which is enclosed in documents.
Different Track Maintenance work along with all ancillary work in the jurisdiction of Sr. Section Engineer[P. Way]/Beliaghata under Assistant Engineer/Ballygunge.
TN-22-26-27
TN-22-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹1.9 L
5 Jun 2026
11 May 2026
22 May 2026
167 items across 1 schedule · ₹96,63,423 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 8000.00 | 44.97 | 3,59,760 |
| 2 | For Casual/Scattered Rail Renewal work | RM | 250.00 | 42.18 | 10,545 |
| 3 | For Casual/Scattered Rail Renewal work | RM | 250.00 | 44.67 | 11,167.5 |
| 4 | Locations other than Ballasted Deck Bridge | Each | 120.00 | 563.65 | 67,638 |
| 5 | Fish plates with 4 fish bolts. | Joint | 50.00 | 229.18 | 11,459 |
| 6 | Fish plates of 6 bolts. | Joint | 150.00 | 317.41 | 47,611.5 |
| 7 | 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 |
| 8 | For 1.00m long fishplates | Joint | 100.00 | 125.1 | 12,510 |
| 9 | For 610 mm long fish plates. | Joint | 100.00 | 85.23 | 8,523 |
| 10 | 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 | 200.00 | 62.41 | 12,482 |
| 11 | 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 |
| 12 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 10000.00 | 2.72 | 27,200 |
| 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 | 7000.00 | 4.29 | 30,030 |
| 15 | By using Railway's Grease graphite | Each | 200.00 | 36.31 | 7,262 |
| 16 | By using Contractor's Grease Graphite | Each | 200.00 | 40.34 | 8,068 |
| 17 | GRSP | Each | 1000.00 | 24.77 | 24,770 |
| 18 | ERCs | Each | 1000.00 | 8.27 | 8,270 |
| 19 | Metal/GFN Liners | Each | 1000.00 | 5.51 | 5,510 |
| 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 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 | 400.00 | 229.34 | 91,736 |
| 21 | Rail section of 52Kg and above | Each | 500.00 | 163.69 | 81,845 |
| 22 | 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 |
| 23 | 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 |
| 24 | Sleepers up to 2.85 m length | Each | 200.00 | 724.09 | 1,44,818 |
| 25 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 160.00 | 998.52 | 1,59,763.2 |
| 26 | Sleepers of more than 4.20 m length | Each | 140.00 | 1,575.04 | 2,20,505.6 |
| 27 | 1 in 8½ Turnout | Set | 5.00 | 4,524.5 | 22,622.5 |
| 28 | 1 in 12 Turnout | Set | 5.00 | 4,956.72 | 24,783.6 |
| 29 | 1 in 8½ Switch Assembly | Set | 5.00 | 15,747.92 | 78,739.6 |
| 30 | 1 in 12 Switch Assembly | Set | 5.00 | 17,573.85 | 87,869.25 |
| 31 | 1 in 8.5 Turnouts | Set | 15.00 | 2,486.22 | 37,293.3 |
| 32 | 1 in 12 Turnout | Set | 15.00 | 4,198.45 | 62,976.75 |
| 33 | For 1 in 12 Turnouts | Set | 5.00 | 6,446.33 | 32,231.65 |
| 34 | For 1 in 8.5 Turnouts | Set | 5.00 | 5,157.07 | 25,785.35 |
| 35 | For 1 in 16 Turnouts | Set | 1.00 | 7,735.6 | 7,735.6 |
| 36 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 2.00 | 1,983.48 | 3,966.96 |
| 37 | 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 |
| 38 | For 1 in 16 Turnouts (Sleeper No 1 to 31and 5 approach sleepers) | Set | 1.00 | 2,380.17 | 2,380.17 |
| 39 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 2.00 | 4,368.66 | 8,737.32 |
| 40 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 2.00 | 3,494.93 | 6,989.86 |
| 41 | For 1 in 16 Turnouts (Sleeper No 32 to 76 & 87 to 101 and 8 approach sleepers) | Set | 1.00 | 5,242.4 | 5,242.4 |
| 42 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 2.00 | 1,434.63 | 2,869.26 |
| 43 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 2.00 | 1,147.7 | 2,295.4 |
| 44 | For 1 in 16 Turnouts (Sleeper No 77 to 86) | Set | 1.00 | 1,721.55 | 1,721.55 |
| 45 | 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 | 150.00 | 418.14 | 62,721 |
| 46 | Turnout sleepers of length up to 2.85 m | Each | 200.00 | 163.4 | 32,680 |
| 47 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 160.00 | 196.09 | 31,374.4 |
| 48 | Sleepers of length more than 4.20 m | Each | 140.00 | 212.43 | 29,740.2 |
| 49 | For average lead up to 50m and lift up to 5m | cum | 150.00 | 110.76 | 16,614 |
| 50 | 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 | 5000.00 | 31.27 | 1,56,350 |
| 51 | 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 | 120.00 | 2,032.51 | 2,43,901.2 |
| 52 | 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 |
| 53 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 9000.00 | 124.02 | 11,16,180 |
| 54 | 1 in 12 PSC layout | Set | 10.00 | 17,706.71 | 1,77,067.1 |
| 55 | With Contractor's Hydraulic Rail tensor | TRM | 1000.00 | 45.84 | 45,840 |
| 56 | Without Rail tensor | TRM | 7500.00 | 41.95 | 3,14,625 |
| 57 | With 2 bolts | Set | 50.00 | 130.09 | 6,504.5 |
| 58 | With Clamps | Set | 60.00 | 185.01 | 11,100.6 |
| 59 | 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 | 30.00 | 2,141.74 | 64,252.2 |
| 60 | With Contractor's hard wood block. | Each | 30.00 | 3,290.86 | 98,725.8 |
| 61 | 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 | 700.00 | 38.48 | 26,936 |
| 62 | 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 | 10000.00 | 17.71 | 1,77,100 |
| 63 | 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 | 400.00 | 203.13 | 81,252 |
| 64 | For 60 Kg Rails | RM | 8000.00 | 65.22 | 5,21,760 |
| 65 | For 52 Kg Rails | RM | 3000.00 | 57.95 | 1,73,850 |
| 66 | For 60 Kg Rails | TRM | 6000.00 | 89.69 | 5,38,140 |
| 67 | For 52 Kg Rails | TRM | 1000.00 | 79.69 | 79,690 |
| 68 | 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 o f 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 | 1000.00 | 24.36 | 24,360 |
| 69 | 1 in 16 Turnout | Set | 1.00 | 1,851.26 | 1,851.26 |
| 70 | 1 in 12 Turnout | Set | 20.00 | 1,233.06 | 24,661.2 |
| 71 | 1 in 8½ Turnout | Set | 10.00 | 773.29 | 7,732.9 |
| 72 | LWR / SEJ Board | Each | 30.00 | 151.99 | 4,559.7 |
| 73 | Level Crossing Post | Each | 40.00 | 174.38 | 6,975.2 |
| 74 | Curve Post | Each | 60.00 | 93 | 5,580 |
| 75 | Level Crossing Boom without fringe | Metre | 30.00 | 133.71 | 4,011.3 |
| 76 | Curve Board | Each | 30.00 | 151.99 | 4,559.7 |
| 77 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 30.00 | 58.01 | 1,740.3 |
| 78 | 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 | 1000.00 | 18.67 | 18,670 |
| 79 | 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 | 1000.00 | 46.62 | 46,620 |
| 80 | 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 | 1000.00 | 35.42 | 35,420 |
| 81 | Extra to item nos. from 154030 and 154040 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres. | TRM | 1000.00 | 3.3 | 3,300 |
| 82 | 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 | 1000.00 | 43.98 | 43,980 |
| 83 | 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 | 1000.00 | 39.17 | 39,170 |
| 84 | 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 | 500.00 | 101.19 | 50,595 |
| 85 | 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 | 200.00 | 498.18 | 99,636 |
| 86 | For night time block working | TRM | 10000.00 | 25.27 | 2,52,700 |
| 87 | Level crossing with asphalted surface | Sqm | 100.00 | 449.86 | 44,986 |
| 88 | Removing and refixing of guard Rails over slab bridges d u r i n g 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 | 50.00 | 124.62 | 6,231 |
| 89 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 11,108.63 | 1,66,629.45 |
| 90 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 10.00 | 12,934.56 | 1,29,345.6 |
| 91 | Derailing Switch (Under Traffic Block Conditions) | Set | 5.00 | 4,053.15 | 20,265.75 |
| 92 | Extra to Item no. 156011 for night block working | Set | 15.00 | 1,666.29 | 24,994.35 |
| 93 | Extra to Item no. 156012 for night block working | Set | 10.00 | 1,940.18 | 19,401.8 |
| 94 | Extra to Item no. 156015 for night block working | Set | 5.00 | 607.97 | 3,039.85 |
| 95 | 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 | 50.00 | 2,731.53 | 1,36,576.5 |
| 96 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 8.00 | 4,149.84 | 33,198.72 |
| 97 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 8.00 | 3,941.12 | 31,528.96 |
| 98 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 170.82 | 8,541 |
| 99 | 52 Kg - 90 UTS - Outside Track | Each | 100.00 | 154.49 | 15,449 |
| 100 | 60 Kg - 110/90 UTS - On Running Line | Each | 150.00 | 222.4 | 33,360 |
| 101 | 52 Kg - 90 UTS- On Running Line | Each | 150.00 | 182.69 | 27,403.5 |
| 102 | Outside Track | Each | 100.00 | 57.02 | 5,702 |
| 103 | On Running Line | Each | 200.00 | 75.99 | 15,198 |
| 104 | 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 | 100.00 | 42.61 | 4,261 |
| 105 | In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 100.00 | 128.29 | 12,829 |
| 106 | For lead up to 500 metre. | MT | 100.00 | 455.32 | 45,532 |
| 107 | For lead beyond 500 metre and up to 1 Km. | MT | 100.00 | 587.97 | 58,797 |
| 108 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 200.00 | 16.85 | 3,370 |
| 109 | For lead up to 500m | MT | 50.00 | 515.42 | 25,771 |
| 110 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 750.6 | 37,530 |
| 111 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 100.00 | 15.62 | 1,562 |
| 112 | In Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 150.00 | 97.16 | 14,574 |
| 113 | I n Wagon/Truck / trailer where mechanical handling is possible and traffic block is not required. | MT | 200.00 | 127.85 | 25,570 |
| 114 | For lead up to 500 metres | MT | 100.00 | 354.59 | 35,459 |
| 115 | For lead beyond 500 metre and up to 1 Km | MT | 100.00 | 526.66 | 52,666 |
| 116 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 100.00 | 55 | 5,500 |
| 117 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 100.00 | 18.64 | 1,864 |
| 118 | Lead up to 5 Km | MT | 30.00 | 193.12 | 5,793.6 |
| 119 | Lead beyond 5 Km and up to 10 km | MT | 30.00 | 236.04 | 7,081.2 |
| 120 | Lead beyond 10 Km and up to 20 km | MT | 30.00 | 294.29 | 8,828.7 |
| 121 | Lead beyond 20 Km and up to 30 km | MT | 30.00 | 365.05 | 10,951.5 |
| 122 | Lead beyond 30 Km and up to 50 km | MT | 30.00 | 463.07 | 13,892.1 |
| 123 | Lead beyond 50 Km and up to 100 Km | MT | 30.00 | 675.98 | 20,279.4 |
| 124 | Lead beyond 100 Km and up to 150 Km | MT | 15.00 | 995.41 | 14,931.15 |
| 125 | Lead up to 5 Km | MT | 100.00 | 55.91 | 5,591 |
| 126 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 98.82 | 9,882 |
| 127 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 157.08 | 15,708 |
| 128 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 227.84 | 22,784 |
| 129 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 325.85 | 32,585 |
| 130 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 538.76 | 53,876 |
| 131 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 858.2 | 85,820 |
| 132 | From Truck / Trailer | MT | 200.00 | 95.29 | 19,058 |
| 133 | From Truck / Trailer | MT | 200.00 | 96.69 | 19,338 |
| 134 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 100.00 | 444.82 | 44,482 |
| 135 | All type of PSC sleepers | MT | 150.00 | 486.65 | 72,997.5 |
| 136 | P.Way fittings of all types and other similar loose items | MT | 50.00 | 460.41 | 23,020.5 |
| 137 | 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 | 20.00 | 76.94 | 1,538.8 |
| 138 | Level crossings with asphalted road surface | Sqm | 100.00 | 676.65 | 67,665 |
| 139 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 50.00 | 150.85 | 7,542.5 |
| 140 | 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 | 100.00 | 1,219.38 | 1,21,938 |
| 141 | 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 |
| 142 | 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 | 5.00 | 5,962.3 | 29,811.5 |
| 143 | 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 | 100.00 | 55.95 | 5,595 |
| 144 | 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 | 10.00 | 2,768.97 | 27,689.7 |
| 145 | With Contractor's hard wood block | Each | 6.00 | 4,016.5 | 24,099 |
| 146 | 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 | 20.00 | 510.27 | 10,205.4 |
| 147 | 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 | 8.00 | 610.12 | 4,880.96 |
| 148 | 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 | 100.00 | 1,909.58 | 1,90,958 |
| 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 | 2.00 | 7,316.6 | 14,633.2 |
| 151 | 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 | 2.00 | 6,796.33 | 13,592.66 |
| 152 | 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 | 2.00 | 7,676.77 | 15,353.54 |
| 153 | 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 | 8.00 | 6,572.25 | 52,578 |
| 154 | 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 | 8.00 | 5,674.99 | 45,399.92 |
| 155 | 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 |
| 156 | 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 | 15.00 | 7,943.03 | 1,19,145.45 |
| 157 | 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 | 30.00 | 1,122.41 | 33,672.3 |
| 158 | 16 mm dia. | Each | 10.00 | 2,022.37 | 20,223.7 |
| 159 | 18 mm dia. | Each | 15.00 | 2,303.2 | 34,548 |
| 160 | 26.5 mm dia. | Each | 15.00 | 3,416.81 | 51,252.15 |
| 161 | 28.75 mm dia. | Each | 15.00 | 3,648.99 | 54,734.85 |
| 162 | Boards with two posts | Each | 30.00 | 159.98 | 4,799.4 |
| 163 | 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 | 30.00 | 4,742.54 | 1,42,276.2 |
| 164 | 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 | 80000.00 | 0.81 | 64,800 |
| 165 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 100.00 | 808.64 | 80,864 |
| 166 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 940.74 | 94,074 |
| 167 | Tractor with Trolley for local transportation or other misc. works. | Hour | 100.00 | 230.79 | 23,079 |
| Schedule total | ₹96,63,423 | ||||
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IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_11.pdf correction slip
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