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Tender Value
₹5.2 Cr
EMD Value
₹10.4 L
Closing Date
27 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
TRACK1
14 conditions · 2 needing a document upload
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-XIVA, of STD/Jan/26 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender.
Defination of Similar Work :- Any P-Way works.
34 conditions · 8 needing a document upload
Check list should be as per the annexure-XXIII as given in the tender document attached. Note: Tenderer's attention is invited to clause 1 of Section VII and other relevant clauses of Section I and II whereby in case of nonsubmission/ non compliance, the tender offer is likely to be rejected.
1.1) Following documents are common for all types of firms i.e. Sole proprietorship, Partnership, Limited Company or JV.
(a)Tender Form (First Sheet) as per 'Annexure-I' (Mandatory)
(b) Firm details as per Annexure-II
(c)Format for Certificate as per proforma given in 'Annexure-III A' (Mandatory)
(d) List of works of similar nature physically completed in all respects in current and last three financial year as per proforma given in 'Annexure-IV'
(e)Work Completion Certificate of works mentioned in para (d) above from the Organizations with whom they worked as per proforma given in 'Annexure-V' as applicable. (Mandatory)
(f)List of works on hand as per proforma given in Annexure-VI
(g)List of plants & Machinery available on hand (own) and proposed to be inducted (own and hired to be given separately) for the subject work in Annexure-VII.
(h)List of Personnel, Organization available on hand and proposed to be engaged for the subject work in Annexure -VIII.
(i) 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-XIVA, of Standard Tender Document along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
(j)Self attested copy of Permanent Account Number (PAN) issued by Income Tax Department.
(k)The tenderer(s) are required to submit the test report of the stone ballast conforming to railways specifications as given in the condition no.7.2.2 of section-VI along with their offer, issued from the approved laboratory as listed in condition no 7.1.1(a) of section-VI in the tender documents. (This item will be applicable only for the tenders of supply of ballast).
(l)Any other document in support of his/their credentials/scheme.
(m)Contractual Receipt of the year on the Letter Head of Chartered /Cost accountant. 'Annexure-IX' (Mandatory)
1.2 In addition to Para 1.1 above certain more documents are to be submitted by tenderers as per status of their firms. These documents are listed below - (Mandatory)
1.2.1For Sole Proprietorship firm a)Affidavit as per 'Annexure - X'. b)Special power of Attorney as per proforma given in 'Annexure-XI' to be submitted by sole proprietor firm duly notarized.(Not required if tender documents are submitted by proprietor himself) (Mandatory)
1.2.2 For Partnership firm a)Self/Notary attested copies of Partnership deed. b)Special Power of Attorney as per proforma given in 'Annexure-XII' to be submitted by Partnership firm. (Not required if one or more partners are authorized in Parternership deed to sign on behalf of the firm.) (d)All other documents in terms of explanatory notes in clause 22 of Standard Tender Document.
1.2.3 For Limited Company a) Copy of Memorandum & Articles of Association of Company. b)Self /Notary attested copy of resolution passed by Board of Directors authorizing its Director/Employee to deal with tender on behalf of company. c) 15.1.1 Attested copy of Notarized Special Power of Attorney including ratification clause duly signed by person authorized by the company vide (b) above as per proforma given in 'Annexure- XIII'. d) A copy of Certificate of Incorporation (Mandatory)
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.
NOTE: BE IT KNOWN TO THE TENDERER THAT :-
All mandatory documents are required to be submitted by the bidder/tenderer at the time of bidding, in case of nonsubmission/ noncompliance, the tender offer is likely to be rejected.
(a)No post tender submission of documents shall be permitted in respect of item mentioned above. However, only clarification can be called for by Railway in respect of any part / document submitted by the tenderer which shall be responded to by the tenderer within 10 working days of the date of issue of such letter for clarifications, failing which the offer shall be dealt with as per available documents.
P-Way maintenance works in between NBQ-RNY-AGT (UP and DN Line) under SSE/P-Way/RNY (For two years)
07-ENGG-RNY-2026-27
07-ENGG-RNY-2026-27
Open
Works - General
24 Months
Kamrup, Assam
₹0
₹10.4 L
27 May 2026
4 May 2026
13 May 2026
115 items across 3 schedules · ₹7,90,77,371.6 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Casual/Scattered Rail Renewal work | RM | 3000.00 | 42.26 | 1,26,780 |
| 2 | For location work not involving deep screening | TRM | 5000.00 | 186.69 | 9,33,450 |
| 3 | For location of work involving deep screening (deep screening to be paid separately). | TRM | 2000.00 | 67.32 | 1,34,640 |
| 4 | Locations other than Ballasted Deck Bridge | Each | 1000.00 | 532.7 | 5,32,700 |
| 5 | Ballasted Deck Bridge | Each | 300.00 | 629.53 | 1,88,859 |
| 6 | For 1.00m long fishplates | Joint | 1000.00 | 137.31 | 1,37,310 |
| 7 | For 610 mm long fish plates. | Joint | 300.00 | 95.58 | 28,674 |
| 8 | 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 | 1000.00 | 58.97 | 58,970 |
| 9 | 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 | 500000.00 | 6.27 | 31,35,000 |
| 10 | 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 | 2000.00 | 64.77 | 1,29,540 |
| 11 | 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 | 350.08 | 1,05,024 |
| 12 | In-situ situation | Each | 1500.00 | 580.9 | 8,71,350 |
| 13 | 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 | 15.00 | 8,822.25 | 1,32,333.75 |
| 14 | Depth of 150 mm below bottom of sleeper of Plain Track | TRM | 5000.00 | 396.27 | 19,81,350 |
| 15 | Depth of 200 mm below bottom of sleeper of Plain Track | TRM | 2000.00 | 431.62 | 8,63,240 |
| 16 | For average lead up to 50m and lift up to 5m | cum | 10000.00 | 124.96 | 12,49,600 |
| 17 | Extra over item no. 082011 for each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. | Each | 5000.00 | 29.04 | 1,45,200 |
| 18 | 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 | 30000.00 | 201.22 | 60,36,600 |
| 19 | 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 | 31.2 | 1,56,000 |
| 20 | 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 | 5000.00 | 698.77 | 34,93,850 |
| 21 | 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 | 60000.00 | 29.56 | 17,73,600 |
| 22 | Under Traffic Block Conditions: | cum | 10000.00 | 59.02 | 5,90,200 |
| 23 | 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 | 300.00 | 1,851.75 | 5,55,525 |
| 24 | For PSC Sleeper | TRM | 30000.00 | 100.51 | 30,15,300 |
| 25 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 30000.00 | 154.78 | 46,43,400 |
| 26 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 15000.00 | 119.06 | 17,85,900 |
| 27 | 1 in 8½ PSC layout | Set | 10.00 | 12,850.89 | 1,28,508.9 |
| 28 | 1 in 12 PSC layout | Set | 60.00 | 16,744.29 | 10,04,657.4 |
| 29 | 1 in 8½ Derailing Switch | Set | 10.00 | 1,825.62 | 18,256.2 |
| 30 | For rails up to 13 metre length | TRM | 5000.00 | 40.55 | 2,02,750 |
| 31 | For rail panel above 13 metre & up to 40 metre length | TRM | 5000.00 | 44.64 | 2,23,200 |
| 32 | For rail panel more than 40 metre length | TRM | 5000.00 | 48.74 | 2,43,700 |
| 33 | PSC Sleeper track - Maximum slew up to 50mm | TRM | 5000.00 | 141.11 | 7,05,550 |
| 34 | PSC Sleeper track - Maximum slew more than 50mm and up to 100mm | TRM | 2000.00 | 177.94 | 3,55,880 |
| 35 | With Railway's Hydraulic Rail tensor | TRM | 30000.00 | 51.85 | 15,55,500 |
| 36 | Without Rail tensor | TRM | 60000.00 | 50.06 | 30,03,600 |
| 37 | With 2 bolts | Set | 300.00 | 123.26 | 36,978 |
| 38 | With Clamps | Set | 200.00 | 175.34 | 35,068 |
| 39 | With Contractor's hard wood block. | Each | 300.00 | 2,828.77 | 8,48,631 |
| 40 | 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 | 2000.00 | 36.37 | 72,740 |
| 41 | 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 | 300000.00 | 16.74 | 50,22,000 |
| 42 | 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 | 100.00 | 192.15 | 19,215 |
| 43 | 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 | 143.32 | 1,43,320 |
| 44 | For 60 Kg Rails | TRM | 120000.00 | 108.04 | 1,29,64,800 |
| 45 | For 52 Kg Rails | TRM | 50000.00 | 95.99 | 47,99,500 |
| 46 | Kilometre & Gradient post | Each | 200.00 | 103.89 | 20,778 |
| 47 | Hectometre Post | Each | 2000.00 | 121 | 2,42,000 |
| 48 | LWR / SEJ Board | Each | 150.00 | 188.03 | 28,204.5 |
| 49 | Level Crossing Boards including Road Sign Boards | Each | 180.00 | 215.96 | 38,872.8 |
| 50 | Level Crossing Post | Each | 100.00 | 208.33 | 20,833 |
| 51 | Curve Post | Each | 250.00 | 111.11 | 27,777.5 |
| 52 | Curve Board | Each | 310.00 | 188.03 | 58,289.3 |
| 53 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 155.00 | 63.05 | 9,772.75 |
| 54 | 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 | 100.00 | 1,568.06 | 1,56,806 |
| 55 | 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 | 150.00 | 884.38 | 1,32,657 |
| 56 | 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 | 10000.00 | 23.17 | 2,31,700 |
| 57 | For day time block working | TRM | 50000.00 | 21.32 | 10,66,000 |
| 58 | For night time block working | TRM | 25000.00 | 23.9 | 5,97,500 |
| 59 | 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 | 2000.00 | 117.91 | 2,35,820 |
| 60 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 100.00 | 5,431.83 | 5,43,183 |
| 61 | Outside Track | Each | 800.00 | 63.07 | 50,456 |
| 62 | On Running Line | Each | 500.00 | 81.15 | 40,575 |
| 63 | Measuring of Toe Load of ERC during service in field by Toe Load Measuring Device (Mechanical) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Toe Load Measuring Device (Mechanical) will be as per RDSO's Specification No. TM/SM/14 (Rev. 01 of 2005 with all updation). | Each | 2000.00 | 5.13 | 10,260 |
| 64 | Measuring of Toe Load of ERC during service i n field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. | Each | 2000.00 | 6.03 | 12,060 |
| 65 | For lead up to 500 metre. | MT | 300.00 | 430.9 | 1,29,270 |
| 66 | For lead beyond 500 metre and up to 1 Km. | MT | 300.00 | 556.19 | 1,66,857 |
| 67 | Extra to Items no. 171032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 300.00 | 66.58 | 19,974 |
| 68 | Extra to Item no. 171031 and 171032 with contractor's Rail Dolly / Dip Lorry | MT | 300.00 | 98.95 | 29,685 |
| 69 | For lead up to 500 metres | MT | 300.00 | 335.54 | 1,00,662 |
| 70 | For lead beyond 500 metre and up to 1 Km | MT | 300.00 | 498.05 | 1,49,415 |
| 71 | Extra to Items no. 172032 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 300.00 | 51.93 | 15,579 |
| 72 | Extra to Item no. 172031 and 172032 with contractor's Rail Dolly/Dip Lorry. | MT | 300.00 | 104.02 | 31,206 |
| 73 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 300.00 | 450.02 | 1,35,006 |
| 74 | All type of PSC sleepers | MT | 300.00 | 489.56 | 1,46,868 |
| 75 | P.Way fittings of all types and other similar loose items | MT | 300.00 | 435.2 | 1,30,560 |
| 76 | Level crossings with asphalted road surface | Sqm | 1500.00 | 643.63 | 9,65,445 |
| 77 | Level crossings with concrete blocks road surface | Sqm | 1000.00 | 585 | 5,85,000 |
| 78 | With luminous paint (two coats) | Sqm | 200.00 | 188.44 | 37,688 |
| 79 | Providing and fixing of flared portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot. | Set | 50.00 | 4,116.83 | 2,05,841.5 |
| Schedule total | ₹7,05,60,851.6 | ||||
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