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Tender Value
₹81.3 L
EMD Value
₹1.6 L
Closing Date
30 Jul 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
15 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
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 fulfillment 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. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT.
Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- Any P.Way works.
75 conditions · 2 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. NAGDA-KOTA Section - TRR(P)- 1.745 Kms. B. ADEN/RMA - Miscellaeous P.Way repairs and maintenance of track works. C. NAGDA-KOTA Section - Provision of Glued Joint in conection with provision of electronic interlocking and replacement of indoor signalling gears on age-cum condition basis for ensuring safety of trains at 02 stations.
121-2026
121-2026
Open
Works - General
12 Months
Kota, Rajasthan
₹0
₹1.6 L
30 Jul 2026
6 Jul 2026
16 Jul 2026
75 items across 3 schedules · ₹81,93,332.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Up to 40 m long rail panel | RM | 400.00 | 9.6 | 3,840 |
| 2 | More than 40 m long rail panel | RM | 3490.00 | 15.18 | 52,978.2 |
| 3 | For Through Rail Renewal work | TRM | 1745.00 | 47.04 | 82,084.8 |
| 4 | For Casual/Scattered Rail Renewal work | RM | 400.00 | 37.25 | 14,900 |
| 5 | For Through Rail Renewal work | TRM | 1745.00 | 48.48 | 84,597.6 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 400.00 | 39.44 | 15,776 |
| 7 | 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 | 2900.00 | 36.22 | 1,05,038 |
| 8 | 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 | 95581.00 | 4.6 | 4,39,672.6 |
| 9 | 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 | 2780.00 | 58.59 | 1,62,880.2 |
| 10 | By using Contractor's Grease Graphite | Each | 250.00 | 41.73 | 10,432.5 |
| 11 | GRSP | Each | 6000.00 | 21.79 | 1,30,740 |
| 12 | ERCs | Each | 12000.00 | 7.28 | 87,360 |
| 13 | Metal/GFN Liners | Each | 12000.00 | 4.85 | 58,200 |
| 14 | In-situ situation | Each | 270.00 | 495.2 | 1,33,704 |
| 15 | Hole of dia. 26.5mm and above | Each | 444.00 | 279.14 | 1,23,938.16 |
| 16 | Hole of dia. below 26.5mm | Each | 150.00 | 179.79 | 26,968.5 |
| 17 | Rail section of 52Kg and above | Each | 40.00 | 152.2 | 6,088 |
| 18 | Renewal of existing SEJ with improved SEJ with PSC sleepers under traffic block conditions as per approved drawing including fixing of special size bearing plate, rubber pad and other sleeper / rail fittings, greasing to the fittings, leading rails, sleepers & fittings to site, leading and stacking of released materials within a lead of 250m, cutting of Rails, drilling of holes, fixing of related fittings, providing temporary connection with fishplates till welding of SEJ is done and sleepers shall be given initial packing to make track fit for 20KMPH speed. Note: (1) Rail cutting and hole drilling shall be paid separately. (2) One set comprise complete SEJ on both rails at SEJ. | Set | 8.00 | 9,121.79 | 72,974.32 |
| 19 | Sleepers up to 2.85 m length | Each | 120.00 | 638.42 | 76,610.4 |
| 20 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 150.00 | 879.25 | 1,31,887.5 |
| 21 | Sleepers of more than 4.20 m length | Each | 80.00 | 1,385.21 | 1,10,816.8 |
| 22 | Turnout sleepers of length up to 2.85 m | Each | 250.00 | 144.56 | 36,140 |
| 23 | Sleepers of length more than 2.85 m and up to 4.20 m | Each | 350.00 | 173.47 | 60,714.5 |
| 24 | Sleepers of length more than 4.20 m | Each | 150.00 | 187.93 | 28,189.5 |
| 25 | 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 | 33266.00 | 27.59 | 9,17,808.94 |
| 26 | Under Traffic Block Conditions: | cum | 562.00 | 55.06 | 30,943.72 |
| 27 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 1689.00 | 144.51 | 2,44,077.39 |
| 28 | With Contractor's Hydraulic Rail tensor | TRM | 1689.00 | 59.49 | 1,00,478.61 |
| 29 | Without Rail tensor | TRM | 1745.00 | 50.9 | 88,820.5 |
| 30 | With 4 bolts | Set | 167.00 | 128.66 | 21,486.22 |
| 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 | 84.00 | 1,884.92 | 1,58,333.28 |
| 32 | 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 | 4000.00 | 33.94 | 1,35,760 |
| 33 | 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 | 37855.00 | 15.62 | 5,91,295.1 |
| 34 | For 60 Kg Rails | TRM | 1745.00 | 81.69 | 1,42,549.05 |
| 35 | Bridge Height Gauge | Each | 40.00 | 3,184.29 | 1,27,371.6 |
| 36 | Pulling the left over ballast to the shoulders and dumping excess ballast in the cribs and shoulders including boxing/profiling as per IRPWM of track together with left over stretches at fixed structures/masts immediately after FRM work, leveling the muck for making up cess and side slopes including removing and re-fixing of traction bonds during line block with all contractors labour, tools, plant, all lead, lift, crossing of track etc. complete and as directed by the Engineer-in-charge. | TRM | 760.00 | 32.45 | 24,662 |
| 37 | For day time block working | TRM | 42825.00 | 19.88 | 8,51,361 |
| 38 | 60 Kg - 110/90 UTS - Outside Track | Each | 60.00 | 261.75 | 15,705 |
| 39 | 60 Kg - 110/90 UTS - On Running Line | Each | 60.00 | 331.17 | 19,870.2 |
| 40 | On Running Line | Each | 267.00 | 71.32 | 19,042.44 |
| 41 | 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 | 4500.00 | 86.6 | 3,89,700 |
| 42 | In wagons during period of traffic block where handling by mechanical means is not possible | MT | 100.00 | 299.39 | 29,939 |
| 43 | In Wagon where mechanical handling is possible a n d traffic block is not required or in Truck/trailer. | MT | 45.00 | 136.44 | 6,139.8 |
| 44 | For lead up to 500 metre. | MT | 16.00 | 403.67 | 6,458.72 |
| 45 | For lead beyond 500 metre and up to 1 Km. | MT | 16.00 | 520.17 | 8,322.72 |
| 46 | For lead up to 500m | MT | 55.00 | 454.17 | 24,979.35 |
| 47 | For lead beyond 500 metre and up to 1 Km | MT | 197.00 | 660.65 | 1,30,148.05 |
| 48 | From wagons during period of traffic block where handling by mechanical means is not possible | MT | 100.00 | 185.12 | 18,512 |
| 49 | From Wagon where mechanical handling is possible a n d traffic block is not required or in Truck / trailer. | MT | 45.00 | 100.82 | 4,536.9 |
| 50 | During period of traffic block | MT | 194.00 | 193.58 | 37,554.52 |
| 51 | During period of traffic block | MT | 210.00 | 30.73 | 6,453.3 |
| 52 | For lead up to 500 metres | MT | 60.00 | 314.3 | 18,858 |
| 53 | Lead up to 5 Km | MT | 52.00 | 175.92 | 9,147.84 |
| 54 | Lead beyond 5 Km and up to 10 km | MT | 77.00 | 218.17 | 16,799.09 |
| 55 | Lead beyond 10 Km and up to 20 km | MT | 3.00 | 275.73 | 827.19 |
| 56 | Lead beyond 20 Km and up to 30 km | MT | 5.00 | 345.9 | 1,729.5 |
| 57 | Lead beyond 30 Km and up to 50 km | MT | 6.00 | 443.4 | 2,660.4 |
| 58 | Lead beyond 50 Km and up to 100 Km | MT | 7.00 | 655.86 | 4,591.02 |
| 59 | Lead beyond 100 Km and up to 150 Km | MT | 8.00 | 973.94 | 7,791.52 |
| 60 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT-Km | 1050.00 | 3.25 | 3,412.5 |
| 61 | Lead up to 5 Km | MT | 65.00 | 53.94 | 3,506.1 |
| 62 | Lead beyond 5 Km and up to 10 km | MT | 20.00 | 96.2 | 1,924 |
| 63 | Lead beyond 10 Km and up to 20 km | MT | 30.00 | 153.76 | 4,612.8 |
| 64 | Lead beyond 20 Km and up to 30 km | MT | 40.00 | 223.92 | 8,956.8 |
| 65 | Lead beyond 30 Km and up to 50 km | MT | 55.00 | 321.42 | 17,678.1 |
| 66 | Lead beyond 50 Km and up to 100 Km | MT | 70.00 | 533.89 | 37,372.3 |
| 67 | Lead beyond 100 Km and up to 150 Km | MT | 402.00 | 851.96 | 3,42,487.92 |
| 68 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 12228.00 | 3.25 | 39,741 |
| 69 | P.Way fittings of all types and other similar loose items | MT | 100.00 | 406 | 40,600 |
| 70 | Painting of running rails and check rails of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2)(b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in-Charge. | RM | 3490.00 | 50.29 | 1,75,512.1 |
| 71 | 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 | 4.00 | 3,836.54 | 15,346.16 |
| 72 | Drilling of 25mm to 40mm dia. holes in PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable. | Each | 250.00 | 386.32 | 96,580 |
| 73 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 1000.00 | 830.66 | 8,30,660 |
| Schedule total | ₹78,89,635.33 | ||||
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