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Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
14 Aug 2026, 3:00 pmClosed
No
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.
GST has been considered 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 and other ancillary work under Assistant Engineer/Ballygunge [For 01 year].
TN-137-26-27
TN-137-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.1 L
14 Aug 2026
20 Jul 2026
31 Jul 2026
133 items across 2 schedules · ₹1,09,29,716.31 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 | 2400.00 | 44.97 | 1,07,928 |
| 2 | Up to 40 m long rail panel | RM | 1000.00 | 10.88 | 10,880 |
| 3 | Extra to Item no. 061011 for working on bridge | RM | 200.00 | 4.77 | 954 |
| 4 | For Through Rail Renewal work | TRM | 200.00 | 53.4 | 10,680 |
| 5 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 42.18 | 84,360 |
| 6 | For Through Rail Renewal work | TRM | 200.00 | 55.06 | 11,012 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 2000.00 | 44.67 | 89,340 |
| 8 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 563.65 | 56,365 |
| 9 | Fish plates of 6 bolts. | Joint | 50.00 | 317.41 | 15,870.5 |
| 10 | 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 |
| 11 | Through Fitting Renewal (TFR) on PSC track, comprising of renewal of Grooved Rubber Pads, Liners and ERCs without damaging PSC sleepers. Scope includes removal of all fittings, cleaning of rail seat, rail flange at liner seats, and eye of Inserts with wire brushes and applying Grease Graphite Grade "O" (IS:408) to eye of insert and central leg of ERC with contractor's grease of Railway's specification, fixing all fittings in correct position and sealing liner edges with grease all complete including collection and stacking of released materials at nominated locations within SSE Jurisdiction as directed by Engineer-in-Charge. Note: All the fittings will be supplied at SSE/Stores/Depot. | Sleeper | 2000.00 | 29.42 | 58,840 |
| 12 | For 1.00m long fishplates | Joint | 200.00 | 125.1 | 25,020 |
| 13 | For 610 mm long fish plates. | Joint | 100.00 | 85.23 | 8,523 |
| 14 | Lubrication of Elastic Rail Clips on PSC sleepers as per procedure prescribed in latest edition of IRPWM with Railway's grease. | ERC | 20000.00 | 2.72 | 54,400 |
| 15 | 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 | 1500.00 | 56.8 | 85,200 |
| 16 | By using Railway's Grease graphite | Each | 500.00 | 36.31 | 18,155 |
| 17 | GRSP | Each | 200.00 | 24.77 | 4,954 |
| 18 | ERCs | Each | 400.00 | 8.27 | 3,308 |
| 19 | Metal/GFN Liners | Each | 400.00 | 5.51 | 2,204 |
| 20 | On Cess | Each | 50.00 | 352.1 | 17,605 |
| 21 | In-situ situation | Each | 50.00 | 534.67 | 26,733.5 |
| 22 | Hole of dia. 26.5mm and above | Each | 120.00 | 304.48 | 36,537.6 |
| 23 | Hole of dia. below 26.5mm | Each | 130.00 | 200.24 | 26,031.2 |
| 24 | Rail section of 90R and below | Each | 10.00 | 136.41 | 1,364.1 |
| 25 | Rail section of 52Kg and above | Each | 200.00 | 163.69 | 32,738 |
| 26 | Under Traffic Block Conditions | Set | 5.00 | 8,669.48 | 43,347.4 |
| 27 | 1 in 8½ Turnouts | Set | 5.00 | 21,028.05 | 1,05,140.25 |
| 28 | 1 in 12 Turnouts | Set | 10.00 | 27,950.61 | 2,79,506.1 |
| 29 | Sleepers up to 2.85 m length | Each | 160.00 | 724.09 | 1,15,854.4 |
| 30 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 998.52 | 1,99,704 |
| 31 | Sleepers of more than 4.20 m length | Each | 200.00 | 1,575.04 | 3,15,008 |
| 32 | 1 in 8½ Turnout | Set | 10.00 | 4,524.5 | 45,245 |
| 33 | 1 in 12 Turnout | Set | 10.00 | 4,956.72 | 49,567.2 |
| 34 | 1 in 8½ Switch Assembly | Set | 5.00 | 15,747.92 | 78,739.6 |
| 35 | 1 in 12 Switch Assembly | Set | 5.00 | 17,573.85 | 87,869.25 |
| 36 | For 1 in 12 Turnouts | Set | 5.00 | 36,456.75 | 1,82,283.75 |
| 37 | For 1 in 8.5 Turnouts | Set | 2.00 | 29,165.4 | 58,330.8 |
| 38 | For 1 in 12 Turnouts | Set | 10.00 | 6,446.33 | 64,463.3 |
| 39 | For 1 in 8.5 Turnouts | Set | 10.00 | 5,157.07 | 51,570.7 |
| 40 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 4.00 | 4,368.66 | 17,474.64 |
| 41 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 4.00 | 3,494.93 | 13,979.72 |
| 42 | Turnout sleepers of length up to 2.85 m | Each | 160.00 | 163.4 | 26,144 |
| 43 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 200.00 | 196.09 | 39,218 |
| 44 | Sleepers of length more than 4.20 m | Each | 200.00 | 212.43 | 42,486 |
| 45 | Depth of 300 mm below bottom of sleeper of Plain Track | TRM | 400.00 | 542.47 | 2,16,988 |
| 46 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 200.00 | 867.95 | 1,73,590 |
| 47 | 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 | 3000.00 | 31.27 | 93,810 |
| 48 | Under Traffic Block Conditions: | cum | 4000.00 | 62.42 | 2,49,680 |
| 49 | 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 |
| 50 | 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 | 200.00 | 2,032.51 | 4,06,502 |
| 51 | 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 | 40.00 | 2,032.51 | 81,300.4 |
| 52 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 7000.00 | 124.02 | 8,68,140 |
| 53 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 1000.00 | 148.82 | 1,48,820 |
| 54 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1000.00 | 163.7 | 1,63,700 |
| 55 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 200.00 | 114.48 | 22,896 |
| 56 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 200.00 | 125.92 | 25,184 |
| 57 | 1 in 8½ PSC layout | Set | 5.00 | 13,583.64 | 67,918.2 |
| 58 | 1 in 12 PSC layout | Set | 5.00 | 17,706.71 | 88,533.55 |
| 59 | 1 in 16 PSC layout | Set | 1.00 | 20,209.99 | 20,209.99 |
| 60 | 1 in 8½ Derailing Switch | Set | 4.00 | 1,928.41 | 7,713.64 |
| 61 | 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 |
| 62 | With Contractor's Hydraulic Rail tensor | TRM | 2500.00 | 45.84 | 1,14,600 |
| 63 | Without Rail tensor | TRM | 5000.00 | 41.95 | 2,09,750 |
| 64 | With 2 bolts | Set | 50.00 | 130.09 | 6,504.5 |
| 65 | With Clamps | Set | 40.00 | 185.01 | 7,400.4 |
| 66 | Providing wooden blocks under weld joint duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot. | Each | 20.00 | 187.54 | 3,750.8 |
| 67 | Removing the existing wooden blocks under joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings a t PWI's Depot or as directed by Engineer in charge. | Each | 20.00 | 53.87 | 1,077.4 |
| 68 | 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 | 50.00 | 2,141.74 | 1,07,087 |
| 69 | With Railway's wooden block (by cutting Railway's wooden sleepers into blocks by sawing to size) | Each | 150.00 | 247.53 | 37,129.5 |
| 70 | 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 | 1500.00 | 38.48 | 57,720 |
| 71 | Removing weeds & bushes in ballast section and cess up to 3.95m from centre line of track in mid section & station yard, as specified by Engineer in-charge including disposal of branches, bushes outside cess/yard. | TRM | 5000.00 | 17.71 | 88,550 |
| 72 | 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 | 2000.00 | 203.13 | 4,06,260 |
| 73 | Making kutcha trapezoidal side drain of bottom width as 300mm and depth of 450mm in cutting section by excavation in all types of soil including utilising excavated muck for dressing of cess, slopes etc. in Railway land. | RM | 1000.00 | 151.57 | 1,51,570 |
| 74 | For 60 Kg Rails | TRM | 4000.00 | 89.69 | 3,58,760 |
| 75 | For 52 Kg Rails | TRM | 800.00 | 79.69 | 63,752 |
| 76 | 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 |
| 77 | LWR / SEJ Board | Each | 25.00 | 151.99 | 3,799.75 |
| 78 | Curve Board | Each | 50.00 | 151.99 | 7,599.5 |
| 79 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 50.00 | 58.01 | 2,900.5 |
| 80 | For night time block working | TRM | 20000.00 | 25.27 | 5,05,400 |
| 81 | Level crossing with asphalted surface | Sqm | 200.00 | 449.86 | 89,972 |
| 82 | 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 | 100.00 | 124.62 | 12,462 |
| 83 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,108.63 | 2,22,172.6 |
| 84 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 15.00 | 12,934.56 | 1,94,018.4 |
| 85 | 1 in 16 Turnouts (Under Traffic Block Conditions) | Set | 1.00 | 16,768.91 | 16,768.91 |
| 86 | Derailing Switch (Under Traffic Block Conditions) | Set | 10.00 | 4,053.15 | 40,531.5 |
| 87 | Extra to Item no. 156011 for night block working | Set | 20.00 | 1,666.29 | 33,325.8 |
| 88 | Extra to Item no. 156012 for night block working | Set | 15.00 | 1,940.18 | 29,102.7 |
| 89 | Extra to Item no. 156013 for night block working | Set | 1.00 | 2,515.34 | 2,515.34 |
| 90 | Extra to Item no. 156015 for night block working | Set | 10.00 | 607.97 | 6,079.7 |
| 91 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 50.00 | 3,941.12 | 1,97,056 |
| 92 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 170.82 | 17,082 |
| 93 | 52 Kg - 90 UTS - Outside Track | Each | 50.00 | 154.49 | 7,724.5 |
| 94 | 60 Kg - 110/90 UTS - On Running Line | Each | 300.00 | 222.4 | 66,720 |
| 95 | 52 Kg - 90 UTS- On Running Line | Each | 50.00 | 182.69 | 9,134.5 |
| 96 | Outside Track | Each | 200.00 | 57.02 | 11,404 |
| 97 | On Running Line | Each | 400.00 | 75.99 | 30,396 |
| 98 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 200.00 | 42.61 | 8,522 |
| 99 | Outside Track | Each | 5.00 | 99.42 | 497.1 |
| 100 | Sleeper Spacing, Re-spacing / Squaring of sleeper by Hydraulic Sleeper Spacer with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Hydraulic Sleeper Spacer shall be as per RDSO's Specification No. TM/SM/17, dated 31.03.1992. | Each | 300.00 | 81.79 | 24,537 |
| 101 | Quick removal of damaged concrete sleepers and restoration of railway track in case of accidents / derailments and other such emergent situations by Concrete Sleeper Breaker & angle grinder with contractor's tools & plants, equipments, consumable etc. with all lead & lift complete, as directed by Engineer in-charge. | Each | 120.00 | 166.58 | 19,989.6 |
| 102 | For lead up to 500 metre. | MT | 800.00 | 455.32 | 3,64,256 |
| 103 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 50.00 | 210.29 | 10,514.5 |
| 104 | During period of traffic block | MT | 50.00 | 219.77 | 10,988.5 |
| 105 | For lead up to 500 metres | MT | 200.00 | 354.59 | 70,918 |
| 106 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 98.82 | 9,882 |
| 107 | Lead beyond 20 Km and up to 30 km | MT | 50.00 | 227.84 | 11,392 |
| 108 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 200.00 | 444.82 | 88,964 |
| 109 | All type of PSC sleepers | MT | 150.00 | 486.65 | 72,997.5 |
| 110 | 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 |
| 111 | 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 | 200.00 | 214.88 | 42,976 |
| 112 | Level crossings with asphalted road surface | Sqm | 200.00 | 676.65 | 1,35,330 |
| 113 | Drilling of parabolic shaped holes to the web of check rail as per drawings & specifications and as directed by engineer in- charge. | Each | 200.00 | 150.85 | 30,170 |
| 114 | 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 | 120.00 | 1,219.38 | 1,46,325.6 |
| 115 | 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 |
| 116 | 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 |
| 117 | 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 |
| 118 | Manufacture & supply of 10mm thick Grooved Rubber Pads as per drg. No. RDSO/T-5199 & RDSO's Spec. no. IRS-T-47-2006 (Prov.) from RDSO approved sources with all contractor's lead, lift, labour, tools, plant and transportation etc. complete as instructed by Engineer in- charge. Note: One set constitutes two nos. | Set | 168.00 | 243.74 | 40,948.32 |
| 119 | Manufacturing and supplying Galvanised MS Inner and Outer Clips for Steel Channel Sleeper (RDSO Drg. No. T-6150 & T-6151) from RDSO approved sources. Note: One set constitutes two inner & two outer clips. | Set | 168.00 | 664.99 | 1,11,718.32 |
| 120 | Manufacturing and supply of circular STOP Disc of 600mm dia for fixing on emergency chains at level crossings as given in IRPWM including providing Retro reflective sheet fully covered over board confirming to type-IV of ASTM- D4956 in red back ground colour and text "STOP" of white colour over back ground. The circular board shall consists of 2mm thick Aluminium sheet fixed to 1.5mm thick MS S h e e t of 600mm dia with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support .Retro reflective sheet is to be pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D- 4956-01.A vertical holding stand of 1000 mm length x15mm thick to be jointed to back side of board along with a hook for fixing emergency chain as directed by Engineer In charge. | Each | 4.00 | 4,092.72 | 16,370.88 |
| 121 | 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 | 10.00 | 6,572.25 | 65,722.5 |
| 122 | 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 | 20.00 | 5,674.99 | 1,13,499.8 |
| 123 | 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 | 10.00 | 7,943.03 | 79,430.3 |
| 124 | Fixing vertically the unserviceable PSC sleepers at locations of tress-passing, railway boundary or to make temporary store by excavating trench, fixing PSC sleeper in trench and filling back open trench. | Each | 100.00 | 178.92 | 17,892 |
| 125 | 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 | 20.00 | 4,742.54 | 94,850.8 |
| 126 | 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 | 20000.00 | 0.81 | 16,200 |
| 127 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 1200.00 | 12.73 | 15,276 |
| Schedule total | ₹1,03,91,616.31 | ||||
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