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Tender Value
₹99.8 L
EMD Value
₹2.0 L
Closing Date
2 Jan 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
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.
71 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.
A. KOTA-CHITTORGARH & KOTA-MAKHOLI Section - TTR(TWS & WCMS)-41 Sets, TTR(FS) - 16 sets including Deep screening B. CTR-0.100 kms with SH materials for extension of shed and improvement of maintenance facility at ROH shed Kota.
230-2025R~WCR
230-2025R
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹2.0 L
2 Jan 2026
10 Dec 2025
19 Dec 2025
65 items across 2 schedules · ₹1,04,41,845.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | For Through Rail Renewal work | TRM | 350.00 | 47.04 | 16,464 |
| 2 | 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 | 5414.00 | 36.22 | 1,96,095.08 |
| 3 | Lubrication of Elastic Rail Clips on PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. complete as p e r procedure prescribed in latest edition of IRPWM. | ERC | 620.00 | 4.6 | 2,852 |
| 4 | 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 | 11400.00 | 6.13 | 69,882 |
| 5 | By using Contractor's Grease Graphite | Each | 4000.00 | 41.73 | 1,66,920 |
| 6 | 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 | 2500.00 | 428.9 | 10,72,250 |
| 7 | Hole of dia. 26.5mm and above | Each | 290.00 | 279.14 | 80,950.6 |
| 8 | Hole of dia. below 26.5mm | Each | 20.00 | 179.79 | 3,595.8 |
| 9 | 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 | 24.00 | 9,121.79 | 2,18,922.96 |
| 10 | Dismantling the existing BG Buffer-stop laid with rails & wooden/ST sleepers including leading the dismantled Buffer stop materials to nominated places within station yard limits and stacking as material-wise and classification-wise duly releasing all fittings carefully without causing any damage with all contractor's labour, tools, with all lead and lifts, crossing of tracks if any, etc., complete as directed by the Engineer-in- charge. | Set | 5.00 | 4,837.31 | 24,186.55 |
| 11 | 1 in 8½ Turnouts | Set | 3.00 | 62,261.56 | 1,86,784.68 |
| 12 | 1 in 8½ Turnouts | Set | 3.00 | 50,907.19 | 1,52,721.57 |
| 13 | 1 in 12 Points & Crossing | Set | 10.00 | 19,141.87 | 1,91,418.7 |
| 14 | Sleepers up to 2.85 m length | Each | 512.00 | 638.42 | 3,26,871.04 |
| 15 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 672.00 | 879.25 | 5,90,856 |
| 16 | Sleepers of more than 4.20 m length | Each | 288.00 | 1,385.21 | 3,98,940.48 |
| 17 | 1 in 8½ Turnout | Set | 2.00 | 3,981.3 | 7,962.6 |
| 18 | 1 in 12 Turnout | Set | 39.00 | 4,360.61 | 1,70,063.79 |
| 19 | For 1 in 12 Turnouts | Set | 39.00 | 32,108.76 | 12,52,241.64 |
| 20 | For 1 in 8.5 Turnouts | Set | 2.00 | 25,687.01 | 51,374.02 |
| 21 | Turnout sleepers of length up to 2.85 m | Each | 1280.00 | 144.56 | 1,85,036.8 |
| 22 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 1680.00 | 173.47 | 2,91,429.6 |
| 23 | Sleepers of length more than 4.20 m | Each | 720.00 | 187.93 | 1,35,309.6 |
| 24 | 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 | 5200.00 | 27.59 | 1,43,468 |
| 25 | Under Traffic Block Conditions: | cum | 4556.00 | 55.06 | 2,50,853.36 |
| 26 | Spreading of ballast, from existing stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8- 10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. | cum | 300.00 | 46.99 | 14,097 |
| 27 | For sleeper density of 1540 sleepers per km | TRM | 150.00 | 289.88 | 43,482 |
| 28 | For PSC Sleeper Track with Sleeper Density of 1540 | TRM | 200.00 | 131.38 | 26,276 |
| 29 | 1 in 8½ PSC layout | Set | 3.00 | 12,021.37 | 36,064.11 |
| 30 | With 4 bolts | Set | 20.00 | 128.66 | 2,573.2 |
| 31 | 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 | 220.00 | 1,884.92 | 4,14,682.4 |
| 32 | 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 | 12200.00 | 15.62 | 1,90,564 |
| 33 | For 60 Kg Rails | RM | 11400.00 | 59.67 | 6,80,238 |
| 34 | For 52 Kg Rails | RM | 1500.00 | 53.01 | 79,515 |
| 35 | 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 | 1600.00 | 16.4 | 26,240 |
| 36 | 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 | 1600.00 | 41.13 | 65,808 |
| 37 | 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 | 1600.00 | 31.23 | 49,968 |
| 38 | 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 | 1600.00 | 21.64 | 34,624 |
| 39 | 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 | 1600.00 | 38.77 | 62,032 |
| 40 | 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 | 1600.00 | 34.67 | 55,472 |
| 41 | For day time block working | TRM | 15200.00 | 19.88 | 3,02,176 |
| 42 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 3.00 | 9,768.62 | 29,305.86 |
| 43 | 60 Kg - 110/90 UTS - Outside Track | Each | 20.00 | 261.75 | 5,235 |
| 44 | 60 Kg - 110/90 UTS - On Running Line | Each | 30.00 | 331.17 | 9,935.1 |
| 45 | For lead up to 500 metre. | MT | 25.00 | 403.67 | 10,091.75 |
| 46 | For lead beyond 500 metre and up to 1 Km | MT | 50.00 | 465.38 | 23,269 |
| 47 | Lead up to 5 Km | MT | 8.00 | 175.92 | 1,407.36 |
| 48 | Lead beyond 5 Km and up to 10 km | MT | 9.00 | 218.17 | 1,963.53 |
| 49 | Lead beyond 10 Km and up to 20 km | MT | 9.00 | 275.73 | 2,481.57 |
| 50 | Lead beyond 20 Km and up to 30 km | MT | 9.00 | 345.9 | 3,113.1 |
| 51 | Lead beyond 30 Km and up to 50 km | MT | 30.00 | 443.4 | 13,302 |
| 52 | Lead beyond 50 Km and up to 100 Km | MT | 40.00 | 655.86 | 26,234.4 |
| 53 | Lead beyond 100 Km and up to 150 Km | MT | 200.00 | 973.94 | 1,94,788 |
| 54 | Lead up to 5 Km | MT | 50.00 | 53.94 | 2,697 |
| 55 | Lead beyond 5 Km and up to 10 km | MT | 117.00 | 96.2 | 11,255.4 |
| 56 | Lead beyond 10 Km and up to 20 km | MT | 75.00 | 153.76 | 11,532 |
| 57 | Lead beyond 20 Km and up to 30 km | MT | 150.00 | 223.92 | 33,588 |
| 58 | Lead beyond 30 Km and up to 50 km | MT | 300.00 | 321.42 | 96,426 |
| 59 | Lead beyond 50 Km and up to 100 Km | MT | 450.00 | 533.89 | 2,40,250.5 |
| 60 | Lead beyond 100 Km and up to 150 Km | MT | 750.00 | 851.96 | 6,38,970 |
| 61 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 16250.00 | 3.25 | 52,812.5 |
| 62 | From DMT - During period of traffic block | MT | 60.00 | 174.86 | 10,491.6 |
| 63 | Supply and fixing in position pre-cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc. | Each | 50.00 | 507.24 | 25,362 |
| 64 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 30.00 | 1,123.37 | 33,701.1 |
| Schedule total | ₹97,49,475.35 | ||||
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