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Tender Value
₹10.3 Cr
EMD Value
₹20.5 L
Closing Date
1 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
RATE
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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note- No Technical and Financial credentials are required for tenders having advertised value up to Rs.50 lakh.
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.
Defination of Similar Work :- Any Permanent way Work
4 conditions · 1 needing a document upload
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.
Refer "SPECIAL INSTRUCTIONS & GUIDELINES FOR SUBMITTING e- TENDERS" of Tender document
Balance Pway work/Track work of ANG yard, Chitali yard, Yeola yard and Manmad Entry Arrangement Line (ROR Line) including Manmad yard in connection with DD- MMR Doubling project.
DYCECDD_2026_03~CR
DYCECDD_2026_03
Open
Works - General
6 Months
Mumbai, Maharashtra
₹0
₹20.5 L
31 Jul 2026
31 Jul 2026
18 Aug 2026
98 items across 3 schedules · ₹6,20,32,380.14 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 1000.00 | 1,156.72 | 11,56,720 |
| 2 | More than 40 m long rail panel | RM | 24142.00 | 15.04 | 3,63,095.68 |
| 3 | For Through Rail Renewal work | TRM | 12071.00 | 46.67 | 5,63,353.57 |
| 4 | For Through Rail Renewal work | TRM | 12071.00 | 48.12 | 5,80,856.52 |
| 5 | For PSC wider base sleepers - For location of work not involving deep screening | Each | 500.00 | 371.89 | 1,85,945 |
| 6 | For PSC wider base sleepers - For location of work involving deep screening. (deep screening to be paid separately) | Each | 500.00 | 207.6 | 1,03,800 |
| 7 | Through renewal of Metal / GFN liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift. | Sleeper | 10000.00 | 16.34 | 1,63,400 |
| 8 | 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 | 99183.00 | 3.92 | 3,88,797.36 |
| 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 | 4500.00 | 48.89 | 2,20,005 |
| 10 | 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 | 24142.00 | 3.31 | 79,910.02 |
| 11 | Rail section of 52Kg and above | Each | 1728.00 | 112.13 | 1,93,760.64 |
| 12 | Dismantling & removing existing SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. | Set | 3.00 | 9,325.62 | 27,976.86 |
| 13 | 1 in 8½ Turnout (Under Traffic Block) | Set | 5.00 | 31,758.36 | 1,58,791.8 |
| 14 | 1 in 12 Turnout (Under Traffic Block) | Set | 10.00 | 36,506.17 | 3,65,061.7 |
| 15 | 1 in 12 Turnouts | Set | 10.00 | 70,829.55 | 7,08,295.5 |
| 16 | 1 in 12 Turnouts | Set | 11.00 | 52,396.89 | 5,76,365.79 |
| 17 | Derailing Switch | Set | 7.00 | 10,134.12 | 70,938.84 |
| 18 | 1 in 12 Turnouts | Set | 10.00 | 24,507.68 | 2,45,076.8 |
| 19 | 1 in 12 Points & Crossing | Set | 21.00 | 18,971.96 | 3,98,411.16 |
| 20 | Depth of 300 mm below bottom of sleeper for Turnouts | TRM | 500.00 | 967.49 | 4,83,745 |
| 21 | 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 | 12971.00 | 185.83 | 24,10,400.93 |
| 22 | 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 | 28.79 | 1,43,950 |
| 23 | 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 | 500.00 | 644.85 | 3,22,425 |
| 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 | 12971.00 | 27.33 | 3,54,497.43 |
| 25 | Removing, screening and salvaging ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. | cum | 21660.00 | 321.8 | 69,70,188 |
| 26 | For 60Kg 90 UTS Rails | Each | 100.00 | 2,071.34 | 2,07,134 |
| 27 | For 60 Kg - 90 UTS Rail | Each | 100.00 | 3,189.11 | 3,18,911 |
| 28 | Dismantling of existing LWR/SWR track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. | TRM | 8500.00 | 182.52 | 15,51,420 |
| 29 | Dismantling existing sand humps in yards from end of turnout to end of sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to the required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and as directed. | Each | 2.00 | 13,905.19 | 27,810.38 |
| 30 | For rails/panels of more than 40m length - Under Traffic | RM | 10000.00 | 44.96 | 4,49,600 |
| 31 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 100.00 | 125.66 | 12,566 |
| 32 | 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 | 100.00 | 587.58 | 58,758 |
| 33 | For sleeper density of 1660 sleepers per km | TRM | 12391.00 | 285.17 | 35,33,541.47 |
| 34 | 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 | 300.00 | 423.69 | 1,27,107 |
| 35 | Linking of track on Girder Bridge with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. | TRM | 48.00 | 567.79 | 27,253.92 |
| 36 | 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 | 4.00 | 66,252.85 | 2,65,011.4 |
| 37 | Maximum Shifting / Slewing up to 1 metre | TRM | 1000.00 | 215.07 | 2,15,070 |
| 38 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 500.00 | 258.3 | 1,29,150 |
| 39 | For Full day (8 hrs ) | Each | 50.00 | 3,501.38 | 1,75,069 |
| 40 | For one shift ( 12 Hrs) | Each | 100.00 | 1,259 | 1,25,900 |
| 41 | For PSC Sleeper | TRM | 5000.00 | 92.94 | 4,64,700 |
| 42 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 12971.00 | 143.12 | 18,56,409.52 |
| 43 | For PSC Sleeper Track with Sleeper Density of 1660 | TRM | 12971.00 | 110.09 | 14,27,977.39 |
| 44 | 1 in 12 PSC layout | Set | 21.00 | 15,486.63 | 3,25,219.23 |
| 45 | 1 in 8½ Derailing Switch | Set | 7.00 | 1,691.82 | 11,842.74 |
| 46 | Without Rail tensor | TRM | 12971.00 | 34.21 | 4,43,737.91 |
| 47 | One mobile Gang comprising of 15 physically fit labours plus 1 Mate.Note: (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be d e d u c t e d for each such person or non- availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. | Gang Day | 60.00 | 14,333.53 | 8,60,011.8 |
| 48 | With Contractor's hard wood block. | Each | 100.00 | 2,238.05 | 2,23,805 |
| 49 | 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 | 5000.00 | 15.47 | 77,350 |
| 50 | For 60 Kg Rails | RM | 24142.00 | 47.33 | 11,42,640.86 |
| 51 | 1 in 12 Turnout | Set | 20.00 | 1,193.04 | 23,860.8 |
| 52 | Derailing Switch | Set | 3.00 | 381.63 | 1,144.89 |
| 53 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 1000.00 | 54.05 | 54,050 |
| 54 | For day time block working | TRM | 5000.00 | 19.74 | 98,700 |
| 55 | New Line Section, not opened for traffic | TRM | 41530.00 | 10.78 | 4,47,693.4 |
| 56 | 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 | 300.00 | 109.32 | 32,796 |
| 57 | 1 in 8½ Turnouts (Under Traffic Block Conditions) | Set | 3.00 | 9,710.48 | 29,131.44 |
| 58 | 1 in 12 Turnouts (Under Traffic Block Conditions) | Set | 21.00 | 11,302.9 | 2,37,360.9 |
| 59 | Derailing Switch (Under Traffic Block Conditions) | Set | 3.00 | 3,560.85 | 10,682.55 |
| 60 | Carrying out various miscellaneous works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means;(2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums;(3) Bringing water to 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).;(4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge;(5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. | Shift | 20.00 | 1,447.65 | 28,953 |
| 61 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 100.00 | 3,852.52 | 3,85,252 |
| 62 | 60 Kg - 110/90 UTS - Outside Track | Each | 410.00 | 216.45 | 88,744.5 |
| 63 | 52 Kg - 90 UTS - Outside Track | Each | 400.00 | 196.26 | 78,504 |
| 64 | 60 Kg - 110/90 UTS - On Running Line | Each | 400.00 | 277.33 | 1,10,932 |
| 65 | 52 Kg - 90 UTS- On Running Line | Each | 400.00 | 225.68 | 90,272 |
| 66 | Outside Track | Each | 920.00 | 52.95 | 48,714 |
| 67 | On Running Line | Each | 920.00 | 69.89 | 64,298.8 |
| 68 | During period of traffic block | MT | 1000.00 | 30.54 | 30,540 |
| 69 | Not involving traffic block | MT | 500.00 | 25.56 | 12,780 |
| 70 | Lead up to 5 Km | MT | 4200.00 | 57.41 | 2,41,122 |
| 71 | Lead beyond 5 Km and up to 10 km | MT | 4200.00 | 98.17 | 4,12,314 |
| 72 | Lead beyond 10 Km and up to 20 km | MT | 4200.00 | 152.73 | 6,41,466 |
| 73 | Lead beyond 20 Km and up to 30 km | MT | 4200.00 | 218.05 | 9,15,810 |
| 74 | Lead beyond 30 Km and up to 50 km | MT | 4200.00 | 307.3 | 12,90,660 |
| 75 | Lead beyond 50 Km and up to 100 Km | MT | 4200.00 | 498.57 | 20,93,994 |
| 76 | Lead beyond 100 Km and up to 150 Km | MT | 4200.00 | 788.23 | 33,10,566 |
| 77 | Extra for every Km per MT beyond 150 Km over item no. 172057 | MT-Km | 5000.00 | 2.98 | 14,900 |
| 78 | Rails, switches, crossings, SEJ, Glued Joints, Check Rails etc. | MT | 1000.00 | 388.3 | 3,88,300 |
| 79 | All type of PSC sleepers | MT | 3300.00 | 424.83 | 14,01,939 |
| 80 | Caution Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 20.00 | 5,540.12 | 1,10,802.4 |
| 81 | Speed Indicator Board of equilateral triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 80.00 | 4,791.62 | 3,83,329.6 |
| 82 | Stop Indicator Board of size 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long | Each | 10.00 | 5,540.12 | 55,401.2 |
| 83 | Termination Indicator Board of Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long | Each | 40.00 | 6,611.39 | 2,64,455.6 |
| 84 | Manufacturing, supplying and fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) | Each | 50.00 | 1,013.1 | 50,655 |
| 85 | For erection | Each | 50.00 | 265.31 | 13,265.5 |
| 86 | For removal | Each | 50.00 | 216.48 | 10,824 |
| 87 | 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 | 65.00 | 4,135.77 | 2,68,825.05 |
| 88 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 400.00 | 752.64 | 3,01,056 |
| 89 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 400.00 | 889.42 | 3,55,768 |
| 90 | 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 | 5.00 | 15,481.58 | 77,407.9 |
| 91 | Manufacture and supply of Precast Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 3.00 | 399.53 | 1,198.59 |
| 92 | Manufacture and supply of Precast gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. | Each | 20.00 | 545.04 | 10,900.8 |
| Schedule total | ₹4,57,83,136.14 | ||||
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