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Tender Value
₹1.8 Cr
EMD Value
₹2.4 L
Closing Date
6 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
WA SECTION
16 conditions · 3 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-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 Standard Financial Criteria, the tenderers are required to submit audited balance sheet for the previous three financial years. Accordingly, the tenderers are required to submitted audited balance sheet for the financial years 2022-23, 2023-24 and 2024-25. However, in case balance sheet of the previous year i.e 2024-25 is yet to be prepared/ audited, the audited balance sheet of the fourth previous year i.e 2021-22 shall be considered. However, it should be invariably defined by the tenderer duly certified by the Chartered Accountant that balance sheet for 2024-25 is yet to be prepared / audited.
72 conditions · 1 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Provision of rubberized pathway for Divyangjan Passengers at Beawar, Falna, Marwar, Abu road.
08-2026~NWR
08-2026
Open
Works - General
4 Months
Kota, Rajasthan
₹0
₹2.4 L
6 Mar 2026
6 Feb 2026
20 Feb 2026
33 items across 1 schedule · ₹2,81,87,066.03 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| positioning of rails accurately on cess supporting rails, providing required squaring at ends for renewal as directed by Engineer in-charge. | — | — | — | — | |
| 1 | long rail panel | — | — | — | — |
| and removing rail of all section & track, laid on any type & density of removing fish plates, fastenings & and other materials including released materials within an distance of 500 metres as directed by in-charge. Note: 1.Cutting of rails shall separately. 2.Work to be done under | — | — | — | — | |
| 2 | Rail Renewal work | — | — | — | — |
| rails of all types & length in track, type & density of sleeper to the gauge under traffic block. Rates fastening of rail with sleepers with of fastenings and fixing of fish bolts or, if required, providing gap and stacking of released material infringement within 250m as directed Engineer-in-Charge. Note: Rail drilling and paid separately. | — | — | — | — | |
| 3 | Rail Renewal work | TRM | 2111.00 | 48.48 | 1,02,341.28 |
| 4 | of Elastic Rail Clips on PSC sleepers contractor's grease, conforming to specifications, labour etc. complete procedure prescribed in latest edition of | ERC | 129480.00 | 4.6 | 5,95,608 |
| 5 | existing SEJ with improved SEJ with under traffic block conditions as drawing including fixing of special plate, rubber pad and other rail fittings, greasing to the fittings, sleepers & fittings to site, leading of released materials within a lead cutting of Rails, drilling of holes, fixing fittings, providing temporary with fishplates till welding of SEJ is sleepers shall be given initial packing track fit for 20KMPH speed. Note: (1) and hole drilling shall be paid (2) One set comprise complete SEJ at SEJ. | Set | 8.00 | 9,121.79 | 72,974.32 |
| 6 | profiling of ballast as per procedure in latest edition of IRPWM including on both sides of track. The work removing excess ballast from track the same in crib and shoulder by a maximum of 50m including track, deweeding on ballast section directed by Engineer-In charge. | TRM | 5000.00 | 27.59 | 1,37,950 |
| 'in-situ' welding during traffic block of weld to meet the prescribed and pass all stipulated tests with all labour, materials, consumables, tools, etc. to complete the work in all per IR's "Manual for Fusion Welding Alumino - Thermic Process" with correction slips, including marking of joint, painting weld collar with paint, restoration of track near to original position and fixing of plate at new weld, to be removed of weld in USFD test as directed in charge. Note: 1. Welding shall be only by trained welder having valid certificate using RDSO approved Thermit Welding Portions, 3 piece mould (ZIRCON WASHED) pressed, Single shot crucible fitted tapping thimble and Compressed Air preheating technique as per RDSO No IRST/19-2020 with latest 2. Hydraulic Weld trimmer shall chipping and profile Grinder for Only required nos. of Joggled fish be supplied by Railway at nearest and the same shall be returned P. Way Store or at other location as of Engineer-in-Charge after track. All other items required supplied by the Contractor. | — | — | — | — | |
| 7 | 90 UTS Rail | Each | 1485.00 | 4,547.55 | 67,53,111.75 |
| Welding of 90 UTS rails and finishing meet the prescribed tolerances and stipulated tests, conforming to IR's Flash Butt Welding of Rails with amendment, using contractor's self- rail cum road / Mobile FBW Plants, equipments and consumables. Item also painting with anticorrosive paint as and marking of welded joints, pre- & post-straightening of panels testing of finished weld as directed in-charge. | — | — | — | — | |
| 8 | under traffic block | Each | 3005.00 | 5,061.08 | 1,52,08,545.4 |
| of rails / panels on running track adjustment or other incidental removing and re-fixing all the fastenings including squaring of and slack picking of displaced directed. | — | — | — | — | |
| 9 | to 13 metre length | TRM | 1950.00 | 37.8 | 73,710 |
| 10 | above 13 metre & up to 40 metre | TRM | 17550.00 | 41.61 | 7,30,255.5 |
| of LWR/CWR track of any density line block with contractor's tools, equipments and consumables all lead & lift. Activities include LWR/CWR into convenient panels of length, removal of ERCs, liners, ERCs and liner contact area, lifting keeping them on rollers provided at sleepers, working out elongation of depending on prevailing site pulling rails with the help of Tensor to achieve the desired cutting rails, as required, removing placing rail in position, re-fixing and adjustment of gap at SEJs : Welding of rail joints will be paid (2) Rail cutting and Hole drilling paid separately. (3) Opening and if required will be paid separately. procedure prescribed in latest IRPWM & CE's Circulars for of LWR/CWR, if any. | — | — | — | — | |
| 11 | tensor | TRM | 20000.00 | 50.9 | 10,18,000 |
| pre-tamping, during tamping and work for tamping track with all rails, sleepers & sleeper density by Track Tamping machines, like Machines which include : (1) Re- of ballast, heaping-up of ballast, cavities in tamping zone by picking stacks / shoulders / crib of track up to lead of 50 m to ensure packing; (2) Clearing of ballast on make them visible to operator, (3) ballast over rail foot to facilitate rail by rollers of TTRM; (4) Digging, and replenishment of ballast at mud rounded ballast in sleeper crib (5) Tightening of loose fittings before & after tamping; (6) of broken / missing fittings Railway; (7) Correcting displaced position along with squaring; (8) Re- worked-out / fallen fittings. (9) and re-fixing joggled fish plates & blocks, wherever necessary; (10) consolidation of ballast in crib / (11) Removing and refixing of bonds during the block in electrified (12) Dressing of ballast Note: 1. blocks are not identical & it may be time either during day or night. 2. payment a) 30% of the rate will be completion of pre tamping attention, b) 70% of the rate will be paid on of post tamping. 3. Recovery at the the above applicable rate will be case contractor fails to carry out operation. 4.Payment shall be once in irrespective of numbers of round and after restoration of and restoration of complete | — | — | — | — | |
| 12 | block working | TRM | 20000.00 | 19.88 | 3,97,600 |
| with abrasive rail cutter of all sections including wear resistant, rails up to 110 UTS, with tools & plants, equipment, with all lead & lift etc. complete as Engineer in-charge. Abrasive Rail be as per RDSO Specification No. 01 of 2012) with latest status of Cutting Wheel Abrasive Disc will be Specification No.TM/SM/2 (Rev. 01 | — | — | — | — | |
| 13 | UTS - Outside Track | Each | 2262.00 | 261.75 | 5,92,078.5 |
| 14 | UTS - On Running Line | Each | 3770.00 | 331.17 | 12,48,510.9 |
| of 16 mm to 32 mm dia. with Rail machine including chamfering with chamfering tools in all types of rail contractor's tools & plants, consumable with all lead & lift etc. as directed by Engineer in-charge. Machine will be as per RDSO No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 15 | Line | Each | 310.00 | 71.32 | 22,109.2 |
| leading and unloading of 52Kg / 60Kg 13 metre length by Railway's Rail Lorry to the nominated location with line protection in case road not possible with different lead with metre during block period. | — | — | — | — | |
| 16 | to 500 metre. | MT | 754.00 | 403.67 | 3,04,367.18 |
| 17 | beyond 500 metre and up to 1 Km. | MT | 754.00 | 520.17 | 3,92,208.18 |
| rails of any section and length up in neat manner for Railway usage departmental material train (DMT) or / Railway's Truck/trailer including 50 metre, lift up to 5 metre and prescribed manner. | — | — | — | — | |
| 18 | where mechanical handling is traffic block is not required or in | MT | 2262.00 | 100.82 | 2,28,054.84 |
| of Rails, sleepers, switches, SEJs and Glued Joints by road different leads. Note: 1. Lead shall motorable road length between of loading and unloading. 2. Loading shall be paid extra under items. | — | — | — | — | |
| 19 | 5 Km | MT | 1131.00 | 53.94 | 61,006.14 |
| 20 | 5 Km and up to 10 km | MT | 1131.00 | 96.2 | 1,08,802.2 |
| Schedule total | ₹2,81,87,066.03 | ||||
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