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Tender Value
₹2.9 Cr
EMD Value
₹5.9 L
Closing Date
6 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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 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. (b) (i)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 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 each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
(b)(ii)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) (iii) 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 Contract or 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. 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. Organization, 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.
Similar Nature of work: - Any Track work. (Note:-1.Fabrication of glued joints should be done by RDSO Approved manufacturer as per the extant guidelines on the subject. 2. Ballast supply/formation work will not be considered under this item)
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
ADEN-HQ/II Sub Division: - Yard remodeling of Kanauta Station in connection with the longer loop.
ENGG-JP-2026-27-57
ENGG-JP-2026-27-57
Open
Works - General
12 Months
Jaipur, Rajasthan
₹0
₹5.9 L
6 Jul 2026
15 Jun 2026
22 Jun 2026
67 items across 2 schedules · ₹2,80,56,711.89 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 10000.00 | 227.72 | 22,77,200 |
| 2 | In all conditions and classifications of soil except rock | cum | 2500.00 | 107.39 | 2,68,475 |
| 3 | Manufacturing of blanketing material by wet mixing of naturally available suitable soil including additional blending with naturally a v a i l a b l e or manufactured material as required to achieve specified gradation, in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. | cum | 2400.00 | 754.31 | 18,10,344 |
| 4 | For Through Rail Renewal work | TRM | 100.00 | 48.05 | 4,805 |
| 5 | Under Traffic Block Conditions | Set | 4.00 | 7,900.25 | 31,601 |
| 6 | 1 in 8½ Turnout (Under Traffic Block) | Set | 3.00 | 32,356.02 | 97,068.06 |
| 7 | 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 | 1.00 | 4,704.19 | 4,704.19 |
| 8 | 1 in 12 Turnouts | Set | 6.00 | 52,614.73 | 3,15,688.38 |
| 9 | Derailing Switch | Set | 1.00 | 10,272.35 | 10,272.35 |
| 10 | 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 | 1000.00 | 28.14 | 28,140 |
| 11 | Loading Railway's ballast, collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. | cum | 2550.00 | 41.37 | 1,05,493.5 |
| 12 | Under Conditions not requiring Traffic Block: | cum | 2550.00 | 42.64 | 1,08,732 |
| 13 | For 60 Kg Rail, Single shot crucible fitted with Automatic Tapping Thimble , 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique | Each | 85.00 | 2,079.91 | 1,76,792.35 |
| 14 | For rails/panels of more than 40m length - Under Conditions not requiring Traffic Block | RM | 2000.00 | 32.9 | 65,800 |
| 15 | Installation of reference points for track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. | Each | 20.00 | 767.47 | 15,349.4 |
| 16 | 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 | 2550.00 | 44.93 | 1,14,571.5 |
| 17 | For sleeper density of 1660 sleepers per km | TRM | 1000.00 | 299.09 | 2,99,090 |
| 18 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking. | TRM | 20.00 | 446.3 | 8,926 |
| 19 | Carrying out cut & connection to the existing PSC sleeper track under line block of any rail section and sleeper density to connect the same to newly linked track which is laid by the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, if required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading of ballast to provide cushion, shoulder ballast to the track stretch, giving one round of initial packing to make track fit for 20 kmph speed and boxing of ballast to profile as directed by Engineer in charge. | Each | 6.00 | 67,711.42 | 4,06,268.52 |
| 20 | Construction of Sanded Dead End as per RDSO's Drawing no. RT-347 (with all amendments) with brick-work using country bricks or CC bricks in mud mortar and filling with river coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate. | Each | 1.00 | 11,719 | 11,719 |
| 21 | Without Rail tensor | TRM | 1700.00 | 42.59 | 72,403 |
| 22 | With Clamps | Set | 10.00 | 166.97 | 1,669.7 |
| 23 | 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 | 136.47 | 1,36,470 |
| 24 | For 60 Kg Rails | RM | 2125.00 | 57.49 | 1,22,166.25 |
| 25 | New Line Section, not opened for traffic | TRM | 1000.00 | 11.05 | 11,050 |
| 26 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 6.00 | 11,639.19 | 69,835.14 |
| 27 | Derailing Switch (Under Traffic Block Conditions) | Set | 1.00 | 3,655.41 | 3,655.41 |
| 28 | 60 Kg - 110/90 UTS - Outside Track | Each | 85.00 | 219.76 | 18,679.6 |
| 29 | Outside Track | Each | 170.00 | 50.01 | 8,501.7 |
| 30 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer. | MT | 9.00 | 123.98 | 1,115.82 |
| 31 | For lead up to 500m | MT | 4.00 | 463.74 | 1,854.96 |
| 32 | For lead beyond 500 metre and up to 1 Km | MT | 9.00 | 675.16 | 6,076.44 |
| 33 | Extra to Items no. 171042 for lead beyond 1 Km for every subsequent Km or part thereof and up to 10 Km | MT | 114.00 | 84.44 | 9,626.16 |
| 34 | Extra to Item no. 171041 and 171042 with contractor's Rail Dolly / Dip Lorry | MT | 13.00 | 24.14 | 313.82 |
| 35 | Not involving traffic block | MT | 120.00 | 26.2 | 3,144 |
| 36 | I n Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer | MT | 510.00 | 95.87 | 48,893.7 |
| 37 | I n Wagon/Truck / trailer where mechanical handling is possible a n d traffic block is not required. | MT | 42.00 | 123.54 | 5,188.68 |
| 38 | Lead beyond 5 Km and up to 10 km | MT | 9.00 | 226.82 | 2,041.38 |
| 39 | Lead beyond 100 Km and up to 150 Km | MT | 9.00 | 990.6 | 8,915.4 |
| 40 | Extra for every Km per MT beyond 150 Km over item no. 172047 | MT- Km | 2125.00 | 3.29 | 6,991.25 |
| 41 | Lead beyond 5 Km and up to 10 km | MT | 700.00 | 103.5 | 72,450 |
| 42 | Lead beyond 100 Km and up to 150 Km | MT | 6920.00 | 867.28 | 60,01,577.6 |
| 43 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT- Km | 148750.00 | 3.29 | 4,89,387.5 |
| 44 | From Truck / Trailer | MT | 510.00 | 91.41 | 46,619.1 |
| 45 | From Truck / Trailer | MT | 42.00 | 94.08 | 3,951.36 |
| 46 | For a lead up to 500m | Each | 1660.00 | 74.55 | 1,23,753 |
| 47 | From Truck / Trailer | MT | 9.00 | 124.13 | 1,117.17 |
| 48 | Unloading all types of P.Way fittings and fastenings for Railway usage from Truck and stacking with lead up to 250 metre & lift up to 5 metre. | MT | 12.00 | 149.31 | 1,791.72 |
| 49 | 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 | 9.00 | 474.79 | 4,273.11 |
| 50 | 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 | 9.00 | 4,211.6 | 37,904.4 |
| 51 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 400.00 | 864.02 | 3,45,608 |
| 52 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 400.00 | 964.49 | 3,85,796 |
| 53 | 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 | 1700.00 | 14.45 | 24,565 |
| 54 | Manufacturing and fixing buffer stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each | 1.00 | 17,561.77 | 17,561.77 |
| Schedule total | ₹1,42,55,988.39 | ||||
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