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Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
SR.DEN/1
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 CONTRACT- EXECUTION OF P. WAY WORKS
21 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.
Different track maintenance work along with all ancillary work in Senior Section Engineer [P.Way]/NH under the jurisdiction of Assistant Engineer/ Kanchrapara (for 01 year).
TN-47-26-27
TN-47-26-27
Open
Works - General
12 Months
Kolkata, West Bengal
₹0
₹2.5 L
16 Jun 2026
22 May 2026
2 Jun 2026
174 items across 2 schedules · ₹1,33,29,156.25 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 200.00 | 10.88 | 2,176 |
| 2 | More than 40 m long rail panel | RM | 100.00 | 17.23 | 1,723 |
| 3 | For Through Rail Renewal work | TRM | 100.00 | 53.4 | 5,340 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 42.18 | 8,436 |
| 5 | For Through Rail Renewal work | TRM | 100.00 | 55.06 | 5,506 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 200.00 | 44.67 | 8,934 |
| 7 | For location of work not involving deep screening | Each | 100.00 | 405.82 | 40,582 |
| 8 | For location of work involving deep screening (deep screening to be paid separately). | Each | 20.00 | 226.9 | 4,538 |
| 9 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 50.00 | 426.11 | 21,305.5 |
| 10 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 100.00 | 238.25 | 23,825 |
| 11 | For location of work not involving deep screening | TRM | 30.00 | 197.57 | 5,927.1 |
| 12 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 30.00 | 71.25 | 2,137.5 |
| 13 | Locations other than Ballasted Deck Bridge | Each | 100.00 | 563.65 | 56,365 |
| 14 | Ballasted Deck Bridge | Each | 5.00 | 666.23 | 3,331.15 |
| 15 | By using Railway's Grease graphite | Each | 1000.00 | 36.31 | 36,310 |
| 16 | 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 | 300.00 | 229.34 | 68,802 |
| 17 | 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 | 2.00 | 9,122.28 | 18,244.56 |
| 18 | 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 |
| 19 | Under Traffic Block Conditions | Set | 5.00 | 8,669.48 | 43,347.4 |
| 20 | 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 | 7.00 | 10,403.43 | 72,824.01 |
| 21 | 1 in 8½ Turnout (Under Traffic Block) | Set | 10.00 | 36,340.97 | 3,63,409.7 |
| 22 | 1 in 12 Turnout (Under Traffic Block) | Set | 5.00 | 41,789.32 | 2,08,946.6 |
| 23 | Diamond Crossing (Under Traffic Block) | Set | 1.00 | 56,345.24 | 56,345.24 |
| 24 | 1 in 8½ Turnouts | Set | 10.00 | 68,885.2 | 6,88,852 |
| 25 | 1 in 12 Turnouts | Set | 5.00 | 80,280.06 | 4,01,400.3 |
| 26 | Diamond Crossing | Set | 1.00 | 1,03,222.92 | 1,03,222.92 |
| 27 | 1 in 8½ Turnouts | Set | 10.00 | 55,447.01 | 5,54,470.1 |
| 28 | 1 in 12 Turnouts | Set | 5.00 | 65,085.21 | 3,25,426.05 |
| 29 | Diamond Crossing | Set | 1.00 | 80,970.14 | 80,970.14 |
| 30 | Sleepers up to 2.85 m length | Each | 100.00 | 724.09 | 72,409 |
| 31 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 100.00 | 998.52 | 99,852 |
| 32 | Sleepers of more than 4.20 m length | Each | 100.00 | 1,575.04 | 1,57,504 |
| 33 | 1 in 8½ Turnout | Set | 10.00 | 4,524.5 | 45,245 |
| 34 | 1 in 12 Turnout | Set | 10.00 | 4,956.72 | 49,567.2 |
| 35 | 1 in 8½ Switch Assembly | Set | 10.00 | 15,747.92 | 1,57,479.2 |
| 36 | 1 in 12 Switch Assembly | Set | 10.00 | 17,573.85 | 1,75,738.5 |
| 37 | For 1 in 12 Turnouts (Sleeper No 1 to 25 and 5 approach sleepers) | Set | 10.00 | 1,983.48 | 19,834.8 |
| 38 | For 1 in 8.5 Turnouts & Derailing switches (Sleeper No 1 to 22 and 5 approach sleepers) | Set | 10.00 | 1,586.78 | 15,867.8 |
| 39 | For 1 in 12 Lead portion (Sleeper Nos 26 to 64 & 74 to 83 and 8 approach sleepers) : | Set | 10.00 | 4,368.66 | 43,686.6 |
| 40 | For 1 in 8.5 Turnouts (Sleeper No 23 to 42&59 to 54 and 8 approach sleepers) | Set | 10.00 | 3,494.93 | 34,949.3 |
| 41 | For 1 in 12 Turnouts (Sleeper No 65 to 73 ) | Set | 10.00 | 1,434.63 | 14,346.3 |
| 42 | For 1 in 8.5 Turnouts (Sleeper No 43 to 48) | Set | 10.00 | 1,147.7 | 11,477 |
| 43 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 60.00 | 196.09 | 11,765.4 |
| 44 | Sleepers of length more than 4.20 m | Each | 60.00 | 212.43 | 12,745.8 |
| 45 | Depth of 150 mm below bottom of sleeper - For Plain Track : | TRM | 10.00 | 507.27 | 5,072.7 |
| 46 | Depth of 200 mm below bottom of sleeper - For Plain Track : | TRM | 10.00 | 556.8 | 5,568 |
| 47 | Depth of 250 mm below bottom of sleeper - For Plain Track : | TRM | 30.00 | 614.47 | 18,434.1 |
| 48 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 50.00 | 692.51 | 34,625.5 |
| 49 | Depth of 150 mm below bottom of sleeper for Turnouts | TRM | 10.00 | 811.63 | 8,116.3 |
| 50 | Depth of 200 mm below bottom of sleeper for Turnouts | TRM | 10.00 | 890.88 | 8,908.8 |
| 51 | Depth of 250 mm below bottom of sleeper for Turnouts | TRM | 30.00 | 983.16 | 29,494.8 |
| 52 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 50.00 | 1,108.02 | 55,401 |
| 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 | 5000.00 | 31.27 | 1,56,350 |
| 54 | Under Traffic Block Conditions: | cum | 6500.00 | 62.42 | 4,05,730 |
| 55 | 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 | 30.00 | 2,213.63 | 66,408.9 |
| 56 | 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 |
| 57 | 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 | 50.00 | 2,032.51 | 1,01,625.5 |
| 58 | In-situ reconditioning of worn-out CMS (Cast Manganese Steel) crossings of all types as per reconditioning manual and "Work Procedure for In-Situ Reconditioning of CMS Crossing using Robotic Welding Machine" of RDSO through approved agency, finishing & grinding within permissible tolerance limit, as directed by engineer in-charge. Note: (1) One obtuse crossing shall be considered equivalent to two nos. of crossing for payment. (2) Reconditioned crossing shall have Guaranteed service life of minimum 80 GMT. In case of pre-mature reconditioning, it shall be done by the contractor free of cost. | Each | 2.00 | 25,766.07 | 51,532.14 |
| 59 | Using H3B electrodes | Each | 2.00 | 2,486.45 | 4,972.9 |
| 60 | Using H3B electrodes | Each | 2.00 | 3,135.88 | 6,271.76 |
| 61 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 16000.00 | 124.02 | 19,84,320 |
| 62 | For PSC Sleeper | TRM | 500.00 | 106.3 | 53,150 |
| 63 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 500.00 | 163.7 | 81,850 |
| 64 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 500.00 | 125.92 | 62,960 |
| 65 | 1 in 8½ PSC layout | Set | 30.00 | 13,583.64 | 4,07,509.2 |
| 66 | 1 in 12 PSC layout | Set | 15.00 | 17,706.71 | 2,65,600.65 |
| 67 | Packing of isolated loose PSC sleepers on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 100.00 | 95.92 | 9,592 |
| 68 | 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 | 100.00 | 672.36 | 67,236 |
| 69 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 2500.00 | 211.64 | 5,29,100 |
| 70 | Extra over Items 132011 to 132014 for working in yards | TRM | 1500.00 | 55.06 | 82,590 |
| 71 | Without Rail tensor | TRM | 5000.00 | 41.95 | 2,09,750 |
| 72 | Replacing existing glued joint rail with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. N o t e : (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. | Each | 10.00 | 2,141.74 | 21,417.4 |
| 73 | 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 | 450.00 | 249.67 | 1,12,351.5 |
| 74 | 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 | 1000.00 | 38.48 | 38,480 |
| 75 | 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 | 500.00 | 17.71 | 8,855 |
| 76 | 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 |
| 77 | 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 | 100.00 | 151.57 | 15,157 |
| 78 | For 60 Kg Rails | TRM | 500.00 | 89.69 | 44,845 |
| 79 | For 52 Kg Rails | TRM | 50.00 | 79.69 | 3,984.5 |
| 80 | 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 | 500.00 | 18.67 | 9,335 |
| 81 | 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 | 500.00 | 46.62 | 23,310 |
| 82 | 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 | 500.00 | 35.42 | 17,710 |
| 83 | 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 | 300.00 | 3.3 | 990 |
| 84 | Extra to item nos. from 154030 and 154040 for disposal of muck for additional lift of 1 metre or part thereof beyond 3 metre lift in case of disposal of muck from track in cutting. | TRM | 300.00 | 6.88 | 2,064 |
| 85 | Removing the ballast from shoulders, left over after BCM working, screening the same removing the muck and putting back the screened ballast into track, boxing the ballast to profile and using released muck for cess making or throwing away within 50m lead and 3m lift when not required for cess repairs and as directed by the Engineer-in-charge. Note: This item shall be used only when BRM is not available. | TRM | 500.00 | 24.51 | 12,255 |
| 86 | 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 | 500.00 | 43.98 | 21,990 |
| 87 | 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 | 500.00 | 39.17 | 19,585 |
| 88 | 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 |
| 89 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 500.00 | 36.81 | 18,405 |
| 90 | 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 | 500.00 | 498.18 | 2,49,090 |
| 91 | For night time block working | TRM | 300.00 | 25.27 | 7,581 |
| 92 | Level crossing with asphalted surface | Sqm | 200.00 | 449.86 | 89,972 |
| 93 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 20.00 | 11,108.63 | 2,22,172.6 |
| 94 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 10.00 | 12,934.56 | 1,29,345.6 |
| 95 | Extra to Item no. 156011 for night block working | Set | 20.00 | 1,666.29 | 33,325.8 |
| 96 | Extra to Item no. 156012 for night block working | Set | 10.00 | 1,940.18 | 19,401.8 |
| 97 | Carrying out ancillary works required for UTV working under line block i.e., turning of rails/ Sleepers and keeping in position for fixing of UTV clamps to rail, keeping rails/PSC Sleepers in position while loading into BFR, removal of clamps on BFR for releasing loaded rail/Sleepers, adjusting of rails/Sleepers on BFR etc. by providing minimum of three men in a shift of 8 hours, with all contractor's tools, all lead, lift, crossing of tracks etc., complete and as directed by the engineer - in - charge. Note: In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 2/3 rd of the accepted item rate. | Shift | 20.00 | 2,731.53 | 54,630.6 |
| 98 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 10.00 | 4,149.84 | 41,498.4 |
| 99 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 5.00 | 3,941.12 | 19,705.6 |
| 100 | 60 Kg - 110/90 UTS - Outside Track | Each | 100.00 | 170.82 | 17,082 |
| 101 | 52 Kg - 90 UTS - Outside Track | Each | 100.00 | 154.49 | 15,449 |
| 102 | 60 Kg - 110/90 UTS - On Running Line | Each | 100.00 | 222.4 | 22,240 |
| 103 | 52 Kg - 90 UTS- On Running Line | Each | 100.00 | 182.69 | 18,269 |
| 104 | Outside Track | Each | 100.00 | 57.02 | 5,702 |
| 105 | On Running Line | Each | 100.00 | 75.99 | 7,599 |
| 106 | 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 |
| 107 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. | Each | 100.00 | 118.05 | 11,805 |
| 108 | Loading / unloading of concrete sleepers from cess to BFR / BRH wagons and vice-versa by jib crane attachable to BFR / BRH for handling concrete sleepers with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. | Each | 100.00 | 30.02 | 3,002 |
| 109 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 50.00 | 128.29 | 6,414.5 |
| 110 | For lead up to 500 metre. | MT | 10.00 | 455.32 | 4,553.2 |
| 111 | For lead beyond 500 metre and up to 1 Km. | MT | 10.00 | 587.97 | 5,879.7 |
| 112 | For lead up to 500m | MT | 10.00 | 515.42 | 5,154.2 |
| 113 | For lead beyond 500 metre and up to 1 Km | MT | 10.00 | 750.6 | 7,506 |
| 114 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 10.00 | 210.29 | 2,102.9 |
| 115 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 10.00 | 129.36 | 1,293.6 |
| 116 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 10.00 | 97.16 | 971.6 |
| 117 | I n Wagon where mechanical handling is possible and traffic block is required. | MT | 10.00 | 160.05 | 1,600.5 |
| 118 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 10.00 | 127.85 | 1,278.5 |
| 119 | For lead up to 500 metres | MT | 10.00 | 354.59 | 3,545.9 |
| 120 | For lead beyond 500 metre and up to 1 Km | MT | 10.00 | 526.66 | 5,266.6 |
| 121 | Lead up to 5 Km | MT | 8.00 | 193.12 | 1,544.96 |
| 122 | Lead beyond 5 Km and up to 10 km | MT | 8.00 | 236.04 | 1,888.32 |
| 123 | Lead beyond 10 Km and up to 20 km | MT | 8.00 | 294.29 | 2,354.32 |
| 124 | Lead beyond 20 Km and up to 30 km | MT | 8.00 | 365.05 | 2,920.4 |
| 125 | Lead beyond 30 Km and up to 50 km | MT | 8.00 | 463.07 | 3,704.56 |
| 126 | Lead beyond 50 Km and up to 100 Km | MT | 8.00 | 675.98 | 5,407.84 |
| 127 | Lead beyond 100 Km and up to 150 Km | MT | 8.00 | 995.41 | 7,963.28 |
| 128 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 10.00 | 3.27 | 32.7 |
| 129 | Lead up to 5 Km | MT | 8.00 | 55.91 | 447.28 |
| 130 | Lead beyond 5 Km and up to 10 km | MT | 8.00 | 98.82 | 790.56 |
| 131 | Lead beyond 10 Km and up to 20 km | MT | 8.00 | 157.08 | 1,256.64 |
| 132 | Lead beyond 20 Km and up to 30 km | MT | 8.00 | 227.84 | 1,822.72 |
| 133 | Lead beyond 30 Km and up to 50 km | MT | 8.00 | 325.85 | 2,606.8 |
| 134 | Lead beyond 50 Km and up to 100 Km | MT | 8.00 | 538.76 | 4,310.08 |
| 135 | Lead beyond 100 Km and up to 150 Km | MT | 8.00 | 858.2 | 6,865.6 |
| 136 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 10.00 | 3.27 | 32.7 |
| 137 | From DMT - During period of traffic block | MT | 10.00 | 197.95 | 1,979.5 |
| 138 | From Truck / Trailer | MT | 10.00 | 95.29 | 952.9 |
| 139 | From DMT - During period of traffic block | MT | 10.00 | 251.77 | 2,517.7 |
| 140 | From Truck / Trailer | MT | 10.00 | 96.69 | 966.9 |
| 141 | For a lead up to 500m | Each | 100.00 | 82.89 | 8,289 |
| 142 | Extra to Item no. 172081 for additional lead of every 500m or part thereof beyond 500 m | Each | 50.00 | 55.44 | 2,772 |
| 143 | From DMT - During period of traffic block | MT | 10.00 | 251.77 | 2,517.7 |
| 144 | From Truck / Trailer | MT | 10.00 | 125.39 | 1,253.9 |
| 145 | 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 | 2.00 | 165.99 | 331.98 |
| 146 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 20.00 | 444.82 | 8,896.4 |
| 147 | All type of PSC sleepers | MT | 30.00 | 486.65 | 14,599.5 |
| 148 | P.Way fittings of all types and other similar loose items | MT | 10.00 | 460.41 | 4,604.1 |
| 149 | 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 |
| 150 | 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 |
| 151 | Level crossings with asphalted road surface | Sqm | 300.00 | 676.65 | 2,02,995 |
| 152 | Level crossings with concrete blocks road surface | Sqm | 20.00 | 614.57 | 12,291.4 |
| 153 | Level crossings with any other type of road surface | Sqm | 150.00 | 552.49 | 82,873.5 |
| 154 | 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 |
| 155 | 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 |
| 156 | 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 |
| 157 | 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 | 10.00 | 7,316.6 | 73,166 |
| 158 | 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 | 10.00 | 6,796.33 | 67,963.3 |
| 159 | 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 | 10.00 | 7,676.77 | 76,767.7 |
| 160 | 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 | 2.00 | 4,092.72 | 8,185.44 |
| 161 | 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 |
| 162 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 5.00 | 5,674.99 | 28,374.95 |
| 163 | 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 |
| 164 | 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 |
| 165 | Fabricating of check rails of 52Kg and 90R sections for providing to curves by cutting web of rail horizontally by gas, grinding for smoothening the cut edge and drilling of parabolic shaped holes to the web of check rails as per drawing and specification and as per directions of engineer in-charge with all contractor's labour, tools and materials complete. Note: 1. Rails shall be supplied by Railways 2.The both ends of head of check rails are to bent/cut as per drawing. 3. The released rail scrap shall be stacked neatly with in a lead of 500m. 4.Drilling of holes shall be paid under relevant item. | RM | 500.00 | 260.68 | 1,30,340 |
| 166 | Dismantling Check Rail on curves on track of all rail sections, duly removing fish plates and bolts including removing chairs from sleepers, leading and stacking released materials away from track clear of infringements, complete and as directed. | RM | 500.00 | 74.79 | 37,395 |
| 167 | Fixing of check rails on curves on track of all rail sections as per drawing and to correct alignment and level with Railways fastenings including leading of rails and fittings, crossing of tracks, greasing of plate screws with approved grease etc., as per drawing and directions of Engineer in charge with all contractors labour, tools, plants, machinery, consumables etc., complete. Note: Required P.Way fittings will be supplied at SSE/P.Way stores. | RM | 600.00 | 80.56 | 48,336 |
| 168 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 808.64 | 1,61,728 |
| 169 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 200.00 | 940.74 | 1,88,148 |
| 170 | Tractor with Trolley for local transportation or other misc. works. | Hour | 100.00 | 230.79 | 23,079 |
| 171 | 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 | 10000.00 | 12.73 | 1,27,300 |
| Schedule total | ₹1,26,04,255.8 | ||||
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