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Tender Value
₹9.9 Cr
EMD Value
₹6.5 L
Closing Date
17 Feb 2026, 3:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
ENGG
14 conditions · 2 needing a document upload
10.2 - 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, as provided at Page 41 of tender documents, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
10.1 Technical Eligibility Criteria: (a)The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Non-submission of the Completion certificate issued by the Competent Authority shall result into summarily rejection of the offer.
Defination of Similar Work :- 1.9 - P. Way Works on running lines.
23 conditions · 2 needing a document upload
"The said suppliers of goods and/or services would be subject to GST Act and Rules as applicable from time to time. Tenderers are requested to submit their offers as per GST Tax regime. All the bidders/tenderers should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law"
Successful tenderers are required to submit the number of labour to be employed for this particular work. Also the list showing names, along with all other details, of male and female workers employed in this work, should be submitted to office, at the time of submitting performance guarantee and before executing contract agreement. They should also ensure that 1) The payment to the contract labour should be made through bank/cheque. 2) Identity Cards should be issued to all contract workers. 3) Necessary steps should be taken to deduct provident fund from the payment made to contract labour and ensure that the same is credited to their Provident Fund account. 4)Medical facilities from ESI should be ensured, if applicable.
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.
Tenderers are required to submit a copy of cancelled cheque in order to facilitate the payments regarding refund of EMD etc. in their proper accounts.
In addition to latest provisions of GCC, and all contents of tender documents, all other latest instructions of Railway Boards issued vide various letters received from time to time on concerned matters and related to tender, will also be applicable for the tenders as per necessity and tenderers have to co-operate with Railways and ensure the compliance
Indian Railways Standard General Conditions of Contract, April 2022 (GCC, April 2022) has been introduced and available on website with all correction slips issued up to date for inviting tender and same will be applicable for this tender. Advance Correction Slip No. 1, 2, 3, 4, 5, 6, 7, 8, 9 and 10 to Indian Railways Standard General Conditions of Contract, April - 2022 circulated by the Railway Board vide letter No. 2022/CE-I/ CT/GCC-2022/Policy dated 14.07.2022, 13.12.2022, 26.04.2023, 07.08.2023, 20.10.2023 , 21.12.2023, 25.09.2024, 20.12.2024, 09.01.2025 and 04.03.2025 are applicable to this tender. Tenderers are requested to download the same from the railways website and ensure the implementation of the latest provisions made in GCC while execution of work. After that, if any latest correction slip issued by Railway Board on any matter, will also be applicable with immediate effect, though not mentioned in original tender document.
I/We agree to carry out all works with use of modern equipments of required capacity for the work without extra payment. The decision of railway engineer shall be final and binding in this regard.
It is the responsibility of contractor to arrange the payment of the labour employed for the work through bank and to deduct PF as per the provisions of Minimum Wages Act.
The quantities shown above are approximate and to give a general guideline. Railway reserves a right to increase, decrease or to delete any of the items mentioned in schedule.
As per ACS 1 to GCC April 2022, issued vide Railway Board's letter dt. 14.07.2022, PVC Clause shall be applicable only in tenders having advertised value above Rs. 2 Crores provided to the provisions as per clause 46A-1. Tenderers should take a note and quote their rates accordingly.
In case Civil work tenders, the quantity of cement required in the items where necessary, will be used by the contractor on the same rates as accepted in tender, as per the quantity mentioned against each item in USSOR/DSR, though not mentioned in tender schedule.
Tenderers are advised to quote their rates including all type of taxes and levies etc. to be paid by them. Any extra payment will not be made on account of taxes/Levies etc., in excess of Contract Agreement Value,
In case of submission of Bid Security in the form of Bank Guarantee, a scanned copy of Original BG valid for a period of 90 days beyond the validity period of tender, and addressed in favour of Sr. DFM/WCR/BPL, shall be uploaded on IREPS portal while applying for tender. And As per ACS 2 to GCC April 2022, circulated vide Railway Board letter dt. 13.12.22, original BG should be delivered in person to the Concerned Official in Office before closing date for submission of bid (i.e. Excluding the last date of submission of bid) without fail. Any failure in this connection shall lead to summary rejection of bid.
TSR(P) by PQRS & manual-35.5 TKM [Km 574.00 -584.00 in KNW-ET (UP & DN), Km 752.000- 762.500 in ET-BPL UP RD, KM 747.00 - 752.00 in ET-BPL MIDDLE line], TRR (P)- 15 TKM, TFR- 26.5 TKM under Sr. DEN/South/ Bhopal Jurisdiction.
WCR-BPL-W-25-26-S-28-140~WCR
WCR-BPL-W-25-26-S-28-140
Open
Works - General
12 Months
Bhopal, Madhya Pradesh
₹0
₹6.5 L
17 Feb 2026
20 Jan 2026
3 Feb 2026
165 items across 4 schedules · ₹8,34,40,598.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 600.00 | 109.41 | 65,646 |
| 2 | Up to 40 m long rail panel | RM | 1000.00 | 9.6 | 9,600 |
| 3 | More than 40 m long rail panel | RM | 32000.00 | 15.18 | 4,85,760 |
| 4 | Extra to Item no. 061011 for working on bridge | RM | 200.00 | 4.19 | 838 |
| 5 | Extra to Item no. 061012 for working on bridge | RM | 200.00 | 6.97 | 1,394 |
| 6 | For Through Rail Renewal work | TRM | 48000.00 | 47.04 | 22,57,920 |
| 7 | For Casual/Scattered Rail Renewal work | RM | 33000.00 | 37.25 | 12,29,250 |
| 8 | For Through Rail Renewal work | TRM | 48000.00 | 48.48 | 23,27,040 |
| 9 | For Casual/Scattered Rail Renewal work | RM | 33000.00 | 39.44 | 13,01,520 |
| 10 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 7470.00 | 375.18 | 28,02,594.6 |
| 11 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 500.00 | 209.14 | 1,04,570 |
| 12 | Extra to item no. 062011, 062012, 062013 and 062014 for sleepers lying on slope / toe of bank beyond initial height of 5 metres. | Each | 500.00 | 43.35 | 21,675 |
| 13 | For location of work not involving deep screening | TRM | 500.00 | 173.9 | 86,950 |
| 14 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 500.00 | 62.61 | 31,305 |
| 15 | Locations other than Ballasted Deck Bridge | Each | 500.00 | 496.88 | 2,48,440 |
| 16 | Ballasted Deck Bridge | Each | 500.00 | 586.85 | 2,93,425 |
| 17 | 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 | 69000.00 | 36.22 | 24,99,180 |
| 18 | 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 | 600.00 | 54.86 | 32,916 |
| 19 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as per procedure prescribed in latest edition of IRPWM. | ERC | 200000.00 | 4.6 | 9,20,000 |
| 20 | 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 | 50000.00 | 6.43 | 3,21,500 |
| 21 | 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 | 25000.00 | 58.59 | 14,64,750 |
| 22 | Lubrication of gauge face of rail on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. | RM | 107000.00 | 6.13 | 6,55,910 |
| 23 | By using Contractor's Grease Graphite | Each | 2000.00 | 41.73 | 83,460 |
| 24 | GRSP | Each | 15000.00 | 21.79 | 3,26,850 |
| 25 | ERCs | Each | 15000.00 | 7.28 | 1,09,200 |
| 26 | Metal/GFN Liners | Each | 15000.00 | 4.85 | 72,750 |
| 27 | Renewal of seized Plate/Rail screws on PSC Sleepers by using gas or any approved methods, duly drilling holes in broken screw and removing existing screw pieces from the holes along with existing dowels and fixing new contractor's dowels (procured from RDSO approved sources) and grouting around dowel with Epoxy materials of approved specification and refixing new Railway's rail/Plate screws duly greasing the screw w i t h specified grease with all contractor's materials, consumables, tools & plants, labour with all lead, lift. Note: 1.Seized screws shall be identified and marked by JE/P.Way and verified at minimum SSE/P.Way In charge) level. 2. Due care shall be taken to avoid any damage to the sleeper 3.A penalty of 50% of the basic cost of new sleeper in nearest sleeper factory shall be levied on each, if sleeper gets damaged in the process. | Each | 1000.00 | 428.9 | 4,28,900 |
| 28 | Rail section of 52Kg and above | Each | 3800.00 | 152.2 | 5,78,360 |
| 29 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditio ns 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 | 16.00 | 9,121.79 | 1,45,948.64 |
| 30 | Under Traffic Block Conditions | Set | 28.00 | 7,909.82 | 2,21,474.96 |
| 31 | 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 | 18.00 | 9,533.51 | 1,71,603.18 |
| 32 | 1 in 8½ Points & Crossing | Set | 6.00 | 14,077.78 | 84,466.68 |
| 33 | 1 in 12 Points & Crossing | Set | 12.00 | 19,141.87 | 2,29,702.44 |
| 34 | Depth of 300 mm below bottom of sleeper - For Plain Track : | TRM | 1000.00 | 609.95 | 6,09,950 |
| 35 | Extra to item nos. from 081011 to 081018 and from 081021 to 081028 for disposal of muck at a distance beyond 50m for every additional lead of 50 metres or part thereof up to 500 metres for 1 TRM in station yard / cutting. | Each | 2000.00 | 5.8 | 11,600 |
| 36 | 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 | 10000.00 | 187.56 | 18,75,600 |
| 37 | Extra for additional lift over 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM. | TRM | 5000.00 | 29.01 | 1,45,050 |
| 38 | Regrading the existing track by lowering up to required depth in stages by cutting the formation top maintaining the depth of existing cushion finally, not exceeding 75mm in one stage including one round of through packing and making track fit for 30kmph speed at each stage of lowering as per procedure prescribed in latest edition of IRPWM and subsequent picking up of sags / slacks and attending to misalignment / cross level defects during train operation, providing required ramp-in and ramp-out for safe passage of trains, including cutting trenches across track at every 30m interval to the required final formation level complete, and fixing, marking, painting rail level posts, tie bars at every 30m interval as directed by engineer in-charge. Note: The item shall be only operated only when formation is required to be cut for lowering of existing track. | TRM | 500.00 | 650.01 | 3,25,005 |
| 39 | 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 | 50000.00 | 27.59 | 13,79,500 |
| 40 | Under Traffic Block Conditions: | cum | 10000.00 | 55.06 | 5,50,600 |
| 41 | Under Traffic Block Conditions: | cum | 10000.00 | 125.43 | 12,54,300 |
| 42 | 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 | 250.00 | 1,940.7 | 4,85,175 |
| 43 | 25mm gap 'in-situ' welding during traffic block using Railway's welding portion & Welder and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Only welding portion and related accessories as per Annexure - I and Welder shall be supplied by Railways. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. | Each | 250.00 | 1,724.65 | 4,31,162.5 |
| 44 | With Tie bar pegs | Each | 800.00 | 95.48 | 76,384 |
| 45 | For PSC sleeper Track with Sleeper Density of 1540 Sleepers/Km or more | TRM | 4500.00 | 109.42 | 4,92,390 |
| 46 | For PSC Sleeper | TRM | 1000.00 | 93.84 | 93,840 |
| 47 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 35500.00 | 144.51 | 51,30,105 |
| 48 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 35500.00 | 111.16 | 39,46,180 |
| 49 | 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 | 300.00 | 84.98 | 25,494 |
| 50 | For PSC sleeper Track with Sleeper Density of 1540 sleepers/Km or more | TRM | 5000.00 | 186.72 | 9,33,600 |
| 51 | For rails up to 13 metre length | TRM | 2000.00 | 37.8 | 75,600 |
| 52 | For rail panel above 13 metre & up to 40 metre length | TRM | 1000.00 | 41.61 | 41,610 |
| 53 | For Rail panel more than 40m length | RM | 5000.00 | 26.35 | 1,31,750 |
| 54 | Without Rail tensor | TRM | 50500.00 | 50.9 | 25,70,450 |
| 55 | With 2 bolts | Set | 400.00 | 115.97 | 46,388 |
| 56 | 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 | 150.00 | 16,177 | 24,26,550 |
| 57 | 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 | 60.00 | 1,884.92 | 1,13,095.2 |
| 58 | With Contractor's hard wood block. | Each | 100.00 | 2,940.04 | 2,94,004 |
| 59 | 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 | 100.00 | 418.82 | 41,882 |
| 60 | 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 | 50000.00 | 33.94 | 16,97,000 |
| 61 | 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 | 150000.00 | 15.62 | 23,43,000 |
| 62 | For 60 Kg Rails | RM | 30000.00 | 59.67 | 17,90,100 |
| 63 | For 60 Kg Rails | TRM | 35500.00 | 81.69 | 28,99,995 |
| 64 | 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 | 1000.00 | 22.97 | 22,970 |
| 65 | 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 | 1000.00 | 25.17 | 25,170 |
| 66 | Attending the CC apron repairs under the sleeper where there is separation of PSC Sleeper along whole periphery and puncturing of apron under the sleepers, chiselling as required including removal of foreign materials from the sleeper trench and dewatering duly filling cement concrete with CONBEXTRA-GP2 or similar, the narrow gaps completely including pouring, finishing, curing to match with the existing C.C.apron surface and slopes complete, labour charges in traffic block and as per the direction of Engineer In charge. | Each | 1000.00 | 2,205.92 | 22,05,920 |
| 67 | Unloading of mono-block PSC sleepers in PQRS Depot using Railway's Portal crane from wagons and stacking them at the end of Assembling Line with all leads & lift. Note: 1.Unloading to be done within the stipulated time as and when loaded BFRs are received, so as to hand over empty BFRs without demurrage; 2.If unloading is not done within the stipulated time, the demurrage raised by the Railways shall be borne by the Contractor. 3.Contractor has to arrange necessary tools etc., complete for unloading from BFR's and stacking. | Each | 18260.00 | 6.57 | 1,19,968.2 |
| 68 | Assembling of 13m / 12.6m long track panels in PQRS Depot by spreading PSC sleepers already unloaded and stacked, to correct spacing as per specified sleeper density per km, using Railway's portal crane, placing service rails on them and fixing rails to sleepers with standard fastening properly to get correct gauge with all contractor's labour, tools, plants etc. | TRM | 11000.00 | 41.09 | 4,51,990 |
| 69 | Loading pre-assembled panels with PSC sleepers in layers on BFR with Railway's Portal Crane in PQRS Depot, complete in such a manner that it may be dispatched in train formation to mid section, as directed by engineer in-charge. | TRM | 11000.00 | 5.75 | 63,250 |
| 70 | PQRS: Pre Block activity: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in- charge at site including crossing of track wherever necessary. | TRM | 11000.00 | 33.86 | 3,72,460 |
| 71 | PQRS: During line block activity: Dismantling existing track, levelling disturbed and uneven surface of bed up to bottom of sleeper, Loading the released panels in to BFR with Railway's portal cranes, Placing new panels from BFRs on to track with Railway's portal crane, Linking of Track with all fittings, placing ballast as required in crib and shoulders, aligning and surfacing of track, attending track parameters and initial packing to track to allow traffic at restricted speed of 20 kmph with contractor's labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Note: The PQRS cranes with fuel and operators will be provided by Railway. | TRM | 11000.00 | 43.02 | 4,73,220 |
| 72 | PQRS: Post Block activity, Pulling back the left over ballast from shoulders/cess in to track and dumping in cribs and shoulders, regulating and boxing with available ballast to facilitate surfacing of track during lifting with contractors own labour, tools etc, complete and lead & lift as directed by the Engineer-in-charge at site including crossing of track wherever necessary. | TRM | 11000.00 | 22.74 | 2,50,140 |
| 73 | With Railway's portal crane for PSC sleeper track | TRM | 11000.00 | 61.21 | 6,73,310 |
| 74 | Mechanised loading of all types of rails on BFRs in PQRS Depot with Railway's cranes, as directed by engineer in-charge. | RM | 1000.00 | 10.46 | 10,460 |
| 75 | Providing group of 2 men for doing various miscellaneous works for Railway's PQRS cranes (one set of 2 portals) for proper upkeep of crew rest van / rest room, as directed by the machine in-charge by : (1) Fuelling the machine, duly bringing diesel / hydraulic oil from the stacked drums; (2) Bringing water to the staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned). | Day | 365.00 | 1,458.35 | 5,32,297.75 |
| 76 | Guarding and watching the Track machine / group of machines, spare parts, oils, grease etc. of PQRS cranes (one set of 2 portals) during day and night time in a shift of 12 hours each, at all locations wherever necessary, as instructed by the machine in-charge. Note: One shift comprises of 12 hours. | Shift | 730.00 | 802.76 | 5,86,014.8 |
| 77 | Through Rail renewal with free service rails of all types by removing existing running rails, already cut into free rails / rail panels for making auxiliary track, including attending alignment, cross level, gauging, packing; wherever required including crossing of track, as directed. | TRM | 11000.00 | 120.72 | 13,27,920 |
| 78 | For day time block working | TRM | 50000.00 | 19.88 | 9,94,000 |
| 79 | 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 | 109.99 | 10,999 |
| 80 | 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 | 365.00 | 2,398.92 | 8,75,605.8 |
| 81 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 50.00 | 5,351.75 | 2,67,587.5 |
| 82 | 60 Kg - 110/90 UTS - Outside Track | Each | 1000.00 | 261.75 | 2,61,750 |
| 83 | 60 Kg - 110/90 UTS - On Running Line | Each | 1000.00 | 331.17 | 3,31,170 |
| 84 | Outside Track | Each | 500.00 | 53.95 | 26,975 |
| 85 | On Running Line | Each | 2000.00 | 71.32 | 1,42,640 |
| 86 | 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 | 360.00 | 39.72 | 14,299.2 |
| 87 | 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 | 2000.00 | 86.6 | 1,73,200 |
| 88 | 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 | 500.00 | 110.58 | 55,290 |
| 89 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 200.00 | 136.44 | 27,288 |
| 90 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 100.00 | 134.38 | 13,438 |
| 91 | For lead up to 500 metre. | MT | 500.00 | 403.67 | 2,01,835 |
| 92 | For lead beyond 500 metre and up to 1 Km. | MT | 50.00 | 520.17 | 26,008.5 |
| 93 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 500.00 | 180.54 | 90,270 |
| 94 | For lead up to 500m | MT | 120.00 | 454.17 | 54,500.4 |
| 95 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 120.00 | 161.11 | 19,333.2 |
| 96 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 100.00 | 185.12 | 18,512 |
| 97 | From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer. | MT | 400.00 | 100.82 | 40,328 |
| 98 | During period of traffic block | MT | 2000.00 | 30.73 | 61,460 |
| 99 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 750.00 | 106.6 | 79,950 |
| 100 | For lead up to 500 metres | MT | 2000.00 | 314.3 | 6,28,600 |
| 101 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 2000.00 | 188.87 | 3,77,740 |
| 102 | Lead up to 5 Km | MT | 100.00 | 175.92 | 17,592 |
| 103 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 218.17 | 21,817 |
| 104 | Lead beyond 10 Km and up to 20 km | MT | 100.00 | 275.73 | 27,573 |
| 105 | Lead beyond 20 Km and up to 30 km | MT | 100.00 | 345.9 | 34,590 |
| 106 | Lead beyond 30 Km and up to 50 km | MT | 500.00 | 443.4 | 2,21,700 |
| 107 | Lead beyond 100 Km and up to 150 Km | MT | 500.00 | 973.94 | 4,86,970 |
| 108 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 200000.00 | 3.25 | 6,50,000 |
| 109 | Lead beyond 5 Km and up to 10 km | MT | 100.00 | 96.2 | 9,620 |
| 110 | Lead beyond 30 Km and up to 50 km | MT | 100.00 | 321.42 | 32,142 |
| 111 | Lead beyond 50 Km and up to 100 Km | MT | 100.00 | 533.89 | 53,389 |
| 112 | Lead beyond 100 Km and up to 150 Km | MT | 100.00 | 851.96 | 85,196 |
| 113 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 100000.00 | 3.25 | 3,25,000 |
| 114 | From DMT - During period of traffic block | MT | 2500.00 | 174.86 | 4,37,150 |
| 115 | From DMT - Not involving traffic block or on lines, not opened to traffic | MT | 1000.00 | 124.21 | 1,24,210 |
| 116 | From Truck / Trailer | MT | 1000.00 | 98.23 | 98,230 |
| 117 | For a lead up to 500m | Each | 1500.00 | 72.81 | 1,09,215 |
| 118 | From Truck / Trailer | MT | 200.00 | 138.77 | 27,754 |
| 119 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 100.00 | 410.31 | 41,031 |
| 120 | All type of PSC sleepers | MT | 200.00 | 447.11 | 89,422 |
| 121 | P.Way fittings of all types and other similar loose items | MT | 500.00 | 406 | 2,03,000 |
| 122 | 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 | 50.00 | 169.96 | 8,498 |
| 123 | Providing Rail Barricading with rails supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres | MT | 50.00 | 1,727.28 | 86,364 |
| 124 | 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 | 9,693.85 | 96,938.5 |
| 125 | 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 | 7,832.38 | 78,323.8 |
| 126 | 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 | 9,383.98 | 93,839.8 |
| 127 | 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 | 100.00 | 7,994.87 | 7,99,487 |
| 128 | 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 | 100.00 | 6,778.28 | 6,77,828 |
| 129 | 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 | 100.00 | 10,062.35 | 10,06,235 |
| 130 | For erection | Each | 600.00 | 268.32 | 1,60,992 |
| 131 | For removal | Each | 600.00 | 218.08 | 1,30,848 |
| 132 | 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 | 3000.00 | 157.89 | 4,73,670 |
| 133 | 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 | 80.00 | 4,292.55 | 3,43,404 |
| 134 | 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 | 200000.00 | 0.76 | 1,52,000 |
| 135 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 500.00 | 830.66 | 4,15,330 |
| 136 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 500.00 | 1,123.37 | 5,61,685 |
| 137 | Tractor with Trolley for local transportation or other misc. works. | Hour | 600.00 | 291.34 | 1,74,804 |
| 138 | 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 | 500.00 | 735.87 | 3,67,935 |
| 139 | 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 | 15.2 | 1,52,000 |
| 140 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer- in charge at site. | Each | 10000.00 | 13.96 | 1,39,600 |
| 141 | Loading of sand/quarry dust filled bags from Railway stacks in to Railway Wagons with all contractor's empty polythene cement bag, tools & plants, machinery, labour, lead and lift, crossing of track wherever necessary etc., complete as directed by the Engineer In charge. | Each | 10000.00 | 12.91 | 1,29,100 |
| Schedule total | ₹7,29,04,612.65 | ||||
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