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Tender Value
₹1.3 Cr
EMD Value
₹2.1 L
Closing Date
3 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/Krishnanagar in the jurisdiction of Assistant Engineer/ Ranaghat.
TN-169-25-26~ER
TN-169-25-26
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.1 L
3 Feb 2026
8 Jan 2026
20 Jan 2026
162 items across 1 schedule · ₹1,27,35,064.3 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 | For location work not involving deep screening | TRM | 200.00 | 197.57 | 39,514 |
| 4 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 100.00 | 71.25 | 7,125 |
| 5 | Locations other than Ballasted Deck Bridge | Each | 400.00 | 563.65 | 2,25,460 |
| 6 | Ballasted Deck Bridge | Each | 100.00 | 666.23 | 66,623 |
| 7 | Fish plates with 4 fish bolts. | Joint | 100.00 | 229.18 | 22,918 |
| 8 | Fish plates of 6 bolts. | Joint | 30.00 | 317.41 | 9,522.3 |
| 9 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 2500.00 | 29.42 | 73,550 |
| 10 | Through replacement of Grooved Rubber Sole pads(GRSP) on PSC sleepers duly removing the ERCs and liners and replacing the GRSP by just lifting the rail after cleaning the rail seat, refixing the liner and ERC after greasing of ERCs, liners and Liner contact area including sealing with Contractor's 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 | 250.00 | 26.45 | 6,612.5 |
| 11 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer- in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 130.00 | 62.41 | 8,113.3 |
| 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 | 40000.00 | 4.97 | 1,98,800 |
| 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 | 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 | 200.00 | 229.34 | 45,868 |
| 15 | On Cess | Each | 50.00 | 234.73 | 11,736.5 |
| 16 | In-situ situation | Each | 50.00 | 334.18 | 16,709 |
| 17 | On Cess | Each | 50.00 | 270.85 | 13,542.5 |
| 18 | In-situ situation | Each | 50.00 | 394.93 | 19,746.5 |
| 19 | On Cess | Each | 50.00 | 352.1 | 17,605 |
| 20 | In-situ situation | Each | 50.00 | 534.67 | 26,733.5 |
| 21 | Extra to item no. 064031 for cutting 110 UTS rail | Each | 20.00 | 52.82 | 1,056.4 |
| 22 | Extra to item no. 064032 for cutting 110 UTS rail | Each | 20.00 | 80.2 | 1,604 |
| 23 | Hole of dia. 26.5mm and above | Each | 400.00 | 304.48 | 1,21,792 |
| 24 | Hole of dia. below 26.5mm | Each | 200.00 | 200.24 | 40,048 |
| 25 | Rail section of 52Kg and above | Each | 150.00 | 163.69 | 24,553.5 |
| 26 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block 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 | 10.00 | 10,042.6 | 1,00,426 |
| 27 | Under Traffic Block Conditions | Set | 10.00 | 8,669.48 | 86,694.8 |
| 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 | 10.00 | 10,403.43 | 1,04,034.3 |
| 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 | 4.00 | 41,789.32 | 1,67,157.28 |
| 31 | 1 in 8½ Turnouts | Set | 1.00 | 20,882.1 | 20,882.1 |
| 32 | 1 in 12 Turnouts | Set | 4.00 | 24,188.59 | 96,754.36 |
| 33 | Sleepers up to 2.85 m length | Each | 100.00 | 724.09 | 72,409 |
| 34 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 40.00 | 998.52 | 39,940.8 |
| 35 | Sleepers of more than 4.20 m length | Each | 10.00 | 1,575.04 | 15,750.4 |
| 36 | 1 in 8½ Turnout | Set | 1.00 | 4,524.5 | 4,524.5 |
| 37 | 1 in 12 Turnout | Set | 4.00 | 4,956.72 | 19,826.88 |
| 38 | 1 in 12 Switch Assembly | Set | 4.00 | 17,573.85 | 70,295.4 |
| 39 | For 1 in 12 Turnouts | Set | 4.00 | 36,456.75 | 1,45,827 |
| 40 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 10.00 | 1,983.48 | 19,834.8 |
| 41 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 2.00 | 1,586.78 | 3,173.56 |
| 42 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 1.00 | 4,368.66 | 4,368.66 |
| 43 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 1.00 | 3,494.93 | 3,494.93 |
| 44 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 1.00 | 1,434.63 | 1,434.63 |
| 45 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 1.00 | 1,147.7 | 1,147.7 |
| 46 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 196.09 | 39,218 |
| 47 | Sleepers of length more than 4.20 m | Each | 150.00 | 212.43 | 31,864.5 |
| 48 | For average lead up to 50m and lift up to 5m | cum | 100.00 | 110.76 | 11,076 |
| 49 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 50.00 | 29.99 | 1,499.5 |
| 50 | Extra to item no. 082011 for each additional average lift of 1m or part thereof when total average lift exceeds 5m. | Each | 30.00 | 13.65 | 409.5 |
| 51 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge. | TRM | 500.00 | 212.73 | 1,06,365 |
| 52 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 50.00 | 33.04 | 1,652 |
| 53 | Boxing and profiling of ballast as per procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. | TRM | 30000.00 | 31.27 | 9,38,100 |
| 54 | Under Traffic Block Conditions: | cum | 4200.00 | 62.42 | 2,62,164 |
| 55 | Under Conditions not requiring Traffic Block: | cum | 50.00 | 47.34 | 2,367 |
| 56 | Unloading of sand / quarry dust during block from Railway's wagons other than Hopper wagons by opening the doors of boxes and pulling & pushing down sand with rake irons / phowrahs taking out jammed sand and distributing unloaded sand uniformly over the track. | cum | 50.00 | 133.19 | 6,659.5 |
| 57 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 10.00 | 2,213.63 | 22,136.3 |
| 58 | For 60 Kg/60EI-R260 grade Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 75.00 | 2,032.51 | 1,52,438.25 |
| 59 | For 52 Kg - 90 UTS or 52 Kg 72UTS Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. | Each | 20.00 | 2,032.51 | 40,650.2 |
| 60 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 30000.00 | 124.02 | 37,20,600 |
| 61 | For PSC sleeper Track with Sleeper Density of less than 1540 Sleepers/Km | TRM | 10.00 | 106.89 | 1,068.9 |
| 62 | For PSC Sleeper | TRM | 150.00 | 106.3 | 15,945 |
| 63 | 1 in 8½ PSC layout | Set | 2.00 | 13,583.64 | 27,167.28 |
| 64 | 1 in 12 PSC layout | Set | 15.00 | 17,706.71 | 2,65,600.65 |
| 65 | Slack picking of joint sleepers and 3 approach sleepers on either sides giving required lift to make up general track level, packing and profiling as directed. | Each | 50.00 | 672.36 | 33,618 |
| 66 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 50.00 | 211.64 | 10,582 |
| 67 | For PSC sleeper Track with Sleeper Density less than 1540 sleepers/Km | TRM | 10.00 | 160.55 | 1,605.5 |
| 68 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 50.00 | 149.36 | 7,468 |
| 69 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 50.00 | 188.35 | 9,417.5 |
| 70 | PSC Sleeper track - Maximum slew more than 100mm and up to 150mm | TRM | 50.00 | 217.66 | 10,883 |
| 71 | PSC Sleeper track - Maximum slew more than 150mm | TRM | 50.00 | 249.62 | 12,481 |
| 72 | With Contractor's Hydraulic Rail tensor | TRM | 100.00 | 45.84 | 4,584 |
| 73 | Without Rail tensor | TRM | 8000.00 | 41.95 | 3,35,600 |
| 74 | With 2 bolts | Set | 20.00 | 130.09 | 2,601.8 |
| 75 | With Clamps | Set | 20.00 | 185.01 | 3,700.2 |
| 76 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate. Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be d e d u c t e d 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 | 15.00 | 16,363.45 | 2,45,451.75 |
| 77 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 15.00 | 18,362.75 | 2,75,441.25 |
| 78 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 10.00 | 2,141.74 | 21,417.4 |
| 79 | With Contractor's hard wood block. | Each | 40.00 | 3,290.86 | 1,31,634.4 |
| 80 | Drilling holes of 16mm to 22mm dia. on all types of PSC sleepers and fixing the dowels with adhesive of RDSO approved quality for fixing check rails & guard rails, as directed by Engineer in-charge. | Each | 500.00 | 249.67 | 1,24,835 |
| 81 | Cleaning of side drains along the track including disposing of muck beyond Railway boundary as per instructions of Engineer in- charge to keep drains clean and clear in cuttings etc. | RM | 600.00 | 38.48 | 23,088 |
| 82 | Trimming of tree branches coming within 6m of centre line of track & those obstructing views of Curves/LCs / Signal / Indicator at locations in section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. Note: Girth of more than 20 cm will only be considered as tree branch. | Each | 500.00 | 203.13 | 1,01,565 |
| 83 | For 60 Kg Rails | TRM | 1500.00 | 89.69 | 1,34,535 |
| 84 | For 52 Kg Rails | TRM | 500.00 | 79.69 | 39,845 |
| 85 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track or on cess for new welded joints to protect against normal corrosion for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to latest IS:9862 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. | Each | 100.00 | 24.36 | 2,436 |
| 86 | Anti-corrosive painting to weld collar for Thermit welded rail joints on track for old painted joints in normal corrosive prone area for any rail section with two coats of ready mixed bituminous black paint of reputed make confirming to IS:9862 latest version on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: 1.Before painting, dust, dirt and flaked paint from the welded joint shall be removed thoroughly by scrapping with wire brush. Grease and oil shall be removed by use of appropriate solvent confirming to latest IS:1745. 2.Use of detergent followed by water washing should also be done to ensure removal of oil and grease apart from the greasing compound. 3.The paint should be procured along with the thinner recommended by the manufacturer of the paint. 4.No other thinner like kerosene oil should be used. | Each | 50.00 | 26.37 | 1,318.5 |
| 87 | For night time block working | TRM | 10000.00 | 25.27 | 2,52,700 |
| 88 | Level crossing with asphalted surface | Sqm | 150.00 | 449.86 | 67,479 |
| 89 | Level crossing with CC block surface | Sqm | 20.00 | 388.11 | 7,762.2 |
| 90 | Removing and refixing of guard Rails over slab bridges during machine packing with all contractor's men and materials duly removing fittings, leading guard rails to bridge approaches, lifting, dragging, positioning and crossing of track etc, and as directed by Engineer In charge. | TRM | 50.00 | 124.62 | 6,231 |
| 91 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 2.00 | 11,108.63 | 22,217.26 |
| 92 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 12,934.56 | 1,94,018.4 |
| 93 | Derailing Switch (Under Traffic Block Conditions) | Set | 1.00 | 4,053.15 | 4,053.15 |
| 94 | Extra to Item no. 156011 for night block working | Set | 2.00 | 1,666.29 | 3,332.58 |
| 95 | Extra to Item no. 156012 for night block working | Set | 10.00 | 1,940.18 | 19,401.8 |
| 96 | Extra to Item no. 156015 for night block working | Set | 1.00 | 607.97 | 607.97 |
| 97 | 1 in 8½ Turnouts | Set | 1.00 | 6,665.18 | 6,665.18 |
| 98 | 1 in 12 Turnouts | Set | 5.00 | 7,760.73 | 38,803.65 |
| 99 | Derailing Switch | Set | 1.00 | 2,431.89 | 2,431.89 |
| 100 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 30.00 | 2,731.53 | 81,945.9 |
| 101 | 60 Kg - 110/90 UTS - Outside Track | Each | 50.00 | 170.82 | 8,541 |
| 102 | 52 Kg - 90 UTS - Outside Track | Each | 50.00 | 154.49 | 7,724.5 |
| 103 | 60 Kg - 110/90 UTS - On Running Line | Each | 50.00 | 222.4 | 11,120 |
| 104 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 182.69 | 9,134.5 |
| 105 | 60 Kg - 90 UTS - Outside Track | Each | 5.00 | 291.73 | 1,458.65 |
| 106 | 52 Kg - 90 UTS - Outside Track | Each | 5.00 | 282.6 | 1,413 |
| 107 | 60 Kg - 90 UTS- On Running Line | Each | 5.00 | 449.58 | 2,247.9 |
| 108 | 52 Kg - 90 UTS- On Running Line | Each | 5.00 | 307.62 | 1,538.1 |
| 109 | Outside Track | Each | 300.00 | 57.02 | 17,106 |
| 110 | On Running Line | Each | 500.00 | 75.99 | 37,995 |
| 111 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 250.00 | 42.61 | 10,652.5 |
| 112 | For lead up to 500 metre. | MT | 400.00 | 455.32 | 1,82,128 |
| 113 | For lead beyond 500 metre and up to 1 Km. | MT | 400.00 | 587.97 | 2,35,188 |
| 114 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 100.00 | 70.51 | 7,051 |
| 115 | For lead up to 500m | MT | 50.00 | 515.42 | 25,771 |
| 116 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 750.6 | 37,530 |
| 117 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 50.00 | 93.95 | 4,697.5 |
| 118 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 50.00 | 15.62 | 781 |
| 119 | Lead up to 5 Km | MT | 50.00 | 193.12 | 9,656 |
| 120 | Lead beyond 5 Km and up to 10 km | MT | 50.00 | 236.04 | 11,802 |
| 121 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 294.29 | 14,714.5 |
| 122 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 365.05 | 18,252.5 |
| 123 | Lead beyond 30 Km and up to 50 km | MT | 50.00 | 463.07 | 23,153.5 |
| 124 | Lead beyond 50 Km and up to 100 Km | MT | 50.00 | 675.98 | 33,799 |
| 125 | Lead beyond 100 Km and up to 150 Km | MT | 50.00 | 995.41 | 49,770.5 |
| 126 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 50.00 | 3.27 | 163.5 |
| 127 | Lead up to 5 Km | MT | 30.00 | 55.91 | 1,677.3 |
| 128 | Lead beyond 5 Km and up to 10 km | MT | 30.00 | 98.82 | 2,964.6 |
| 129 | Lead beyond 10 Km and up to 20 km | MT | 50.00 | 157.08 | 7,854 |
| 130 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 227.84 | 11,392 |
| 131 | Lead beyond 30 Km and up to 50 km | MT | 70.00 | 325.85 | 22,809.5 |
| 132 | Lead beyond 50 Km and up to 100 Km | MT | 150.00 | 538.76 | 80,814 |
| 133 | Lead beyond 100 Km and up to 150 Km | MT | 150.00 | 858.2 | 1,28,730 |
| 134 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 500.00 | 3.27 | 1,635 |
| 135 | From DMT - During period of traffic block | MT | 500.00 | 197.95 | 98,975 |
| 136 | From Truck / Trailer | MT | 20.00 | 95.29 | 1,905.8 |
| 137 | From DMT - During period of traffic block | MT | 30.00 | 251.77 | 7,553.1 |
| 138 | From Truck / Trailer | MT | 10.00 | 96.69 | 966.9 |
| 139 | Unloading all types of P.Way fittings and fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. | MT | 100.00 | 165.99 | 16,599 |
| 140 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 500.00 | 444.82 | 2,22,410 |
| 141 | All type of PSC sleepers | MT | 100.00 | 486.65 | 48,665 |
| 142 | P.Way fittings of all types and other similar loose items | MT | 50.00 | 460.41 | 23,020.5 |
| 143 | Opening of level crossing up to required width from centre line of track for replacement of sleepers by digging of pucca road surface up to bottom of sleeper, removing of ballast, muck etc., screening of ballast & stacking the same near level crossing and disposing of all debris, replacing the required sleeper duly packing the sleeper to make fit for normal traffic and closing of LC surface with screened ballast to original level by proper ramming and consolidation to smooth motarable surface as directed by engineer in-charge. | Sqm | 300.00 | 436.89 | 1,31,067 |
| 144 | Dismantling existing check rail of Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. | RM | 50.00 | 214.88 | 10,744 |
| 145 | Fabrication including cutting, bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. | TRM | 200.00 | 1,219.38 | 2,43,876 |
| 146 | Cutting foot of rail by gas or any other approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot. | RM | 100.00 | 197.14 | 19,714 |
| 147 | Fixing check rails to running rails on level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. | Set | 10.00 | 5,962.3 | 59,623 |
| 148 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 200.00 | 55.95 | 11,190 |
| 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 | 10.00 | 7,859.85 | 78,598.5 |
| 150 | Speed Breaker / Rumble Strips Board of size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 1.00 | 7,316.6 | 7,316.6 |
| 151 | Single Strip / Double Strip Level Crossing Road Warning Board of size 900 mm equilateral triangular shape and 900x300 board with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm | Set | 1.00 | 7,676.77 | 7,676.77 |
| 152 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 6,572.25 | 32,861.25 |
| 153 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 15.00 | 5,674.99 | 85,124.85 |
| 154 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 2.00 | 6,572.25 | 13,144.5 |
| 155 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 5.00 | 7,943.03 | 39,715.15 |
| 156 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 10.00 | 1,122.41 | 11,224.1 |
| 157 | For erection | Each | 300.00 | 302.02 | 90,606 |
| 158 | For removal | Each | 300.00 | 248.32 | 74,496 |
| 159 | Providing and fixing Trolley Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth-work will to be paid separately under relevant item. | Each | 60.00 | 4,742.54 | 2,84,552.4 |
| 160 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 50.00 | 808.64 | 40,432 |
| 161 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 10.00 | 940.74 | 9,407.4 |
| 162 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 50.00 | 836.66 | 41,833 |
| Schedule total | ₹1,27,35,064.3 | ||||
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