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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹23.6 Cr
EMD Value
₹13.3 L
Closing Date
22 Dec 2025, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
AXEN C MRJ
15 conditions · 4 needing a document upload
Documents as per the requirement of financial eligibility criteria (Ref: Clause 10.2 and for tenderer participating as JV firm Clause 17.15.2 of TENDER FORM (Second Sheet) along with Annexure-VIB at Page 14, 24- 25 & 40 of GCC APRIL 2022).
Documents for evaluating the Bid Capacity, for tenders having advertised value more than Rs.20.00 crore (Ref: Clause 10.3 and for tenderer participating as JV firm Clause 17.15.3 of TENDER FORM (Second Sheet) along with Annexure-VI at Page 14, 25 & 35- 36 of GCC APRIL 2022).
Work(s) completion certificate(s) as per the requirement of Technical eligibility criteria (Ref: Clause 10.1 & and for tenderer participating as JV firm Clause 17.15.1 of TENDER FORM (Second Sheet) at Page 12-14 & 24 of GCC APRIL 2022 & Clause 1(3) of SPECIAL CONDITIONS OF CONTRACT (PART-I) (SCC) at Page 132-147 of Technical Bid document.
Minimum Eligibility Criteria for the subject composite tender work as "Any Permanent way work". (Ref. E-Office Computer No. 487186 & Note no.13-15)
12 conditions · 3 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.
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.
Scope of work as per Tender document
The advance correction slip to relevant clauses are applicable and part of the tender document. Hence, tenderer require to look into the correction slips before submitting tender.
Completion Period : 12 months & Maintenance Period : 3 months
Joint Venture : Applicable for the said tender.
Laying & Linking of new BG track from Km. 26 to Km. 65 Phaltan to Baramati including yards and related P-way works at Malewadi, Dhakale, New Baramati, Katphal stations in connection with Lonand-Baramati via Phaltan new BG line Project.
DYCECSTR-01-2025~CR
DYCECSTR-01-2025
Open
Works - General
12 Months
Sangli, Maharashtra
₹0
₹13.3 L
22 Dec 2025
27 Nov 2025
8 Dec 2025
167 items across 9 schedules · ₹22,62,71,329.08 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 2 | Up to 40 m long rail panel | RM | 1000.00 | 9.51 | 9,510 |
| 3 | More than 40 m long rail panel | RM | 102000.00 | 15.04 | 15,34,080 |
| 4 | Extra to Item no. 061012 for working on bridge | RM | 2200.00 | 6.92 | 15,224 |
| 5 | For Through Rail Renewal work | TRM | 51800.00 | 46.67 | 24,17,506 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 36.96 | 36,960 |
| 7 | For Through Rail Renewal work | TRM | 51800.00 | 48.12 | 24,92,616 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 1000.00 | 39.13 | 39,130 |
| 9 | For location of work not involving deep screening | Each | 2320.00 | 354.19 | 8,21,720.8 |
| 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 | 111500.00 | 3.31 | 3,69,065 |
| 11 | Hole of dia. 26.5mm and above | Each | 21700.00 | 285.75 | 62,00,775 |
| 12 | Under Conditions not requiring Traffic Block | Set | 44.00 | 6,872.88 | 3,02,406.72 |
| 13 | Under Traffic Block Conditions | Set | 4.00 | 7,560.17 | 30,240.68 |
| 14 | 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 | 60000.00 | 27.33 | 16,39,800 |
| 15 | With contractor's hard wood pegs of 50 mm dia and 60 cm long | Each | 1750.00 | 125.66 | 2,19,905 |
| 16 | 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 |
| 17 | For sleeper density of 1660 sleepers per km | TRM | 50150.00 | 285.17 | 1,43,01,275.5 |
| 18 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper i n c l u d i n g 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 f a s t e n i n g s 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 | 1500.00 | 423.69 | 6,35,535 |
| 19 | 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 fi t t i n g s , 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 | 150.00 | 567.79 | 85,168.5 |
| 20 | 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 | 1.00 | 66,252.85 | 66,252.85 |
| 21 | Maximum Shifting / Slewing up to 1 metre | TRM | 500.00 | 215.07 | 1,07,535 |
| 22 | Maximum Shifting / Slewing for more than 1 metre & up to 2 metres | TRM | 500.00 | 258.3 | 1,29,150 |
| 23 | For Full day (8 hrs ) | Each | 50.00 | 3,501.38 | 1,75,069 |
| 24 | For Half day (4 hours) | Each | 20.00 | 2,249.07 | 44,981.4 |
| 25 | For one shift ( 12 Hrs) | Each | 100.00 | 1,259 | 1,25,900 |
| 26 | Completion drawing of yard at junction station | Each | 2.00 | 6,204.99 | 12,409.98 |
| 27 | Completion drawing way side station | Each | 3.00 | 2,536 | 7,608 |
| 28 | For PSC Sleeper | TRM | 103600.00 | 92.94 | 96,28,584 |
| 29 | Packing of isolated loose PSC sleepers on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. | Sleeper | 500.00 | 84.09 | 42,045 |
| 30 | With Contractor's Hydraulic Rail tensor | TRM | 1500.00 | 37.58 | 56,370 |
| 31 | Without Rail tensor | TRM | 47000.00 | 34.21 | 16,07,870 |
| 32 | One Gang comprising of 20 physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. | Gang Day | 60.00 | 16,036.52 | 9,62,191.2 |
| 33 | With Contractor's hard wood block. | Each | 325.00 | 2,238.05 | 7,27,366.25 |
| 34 | 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 | 51800.00 | 15.47 | 8,01,346 |
| 35 | For 60 Kg Rails | RM | 103600.00 | 47.33 | 49,03,388 |
| 36 | Curve Post | Each | 80.00 | 92.15 | 7,372 |
| 37 | Curve details, SE, Versine, Station Nos. etc. per station. | Each | 2850.00 | 54.05 | 1,54,042.5 |
| 38 | New Line Section, not opened for traffic | TRM | 155000.00 | 10.78 | 16,70,900 |
| 39 | BCM/FRM/UNIMAT (7.5 KVA generator and 12x500 W) | Night | 10.00 | 3,852.52 | 38,525.2 |
| 40 | CSM / DUO / 3X with or without DGS (7.5 KVA generator and 8x500 W) | Night | 10.00 | 3,638.45 | 36,384.5 |
| 41 | 60 Kg - 110/90 UTS - Outside Track | Each | 21000.00 | 216.45 | 45,45,450 |
| 42 | 60 Kg - 110/90 UTS - On Running Line | Each | 500.00 | 277.33 | 1,38,665 |
| 43 | Drilling of holes (vertically) of required size into concrete sleeper in-situ for fixing guard rails and check rails on concrete sleeper track at specified locations by concrete sleeper drilling machine with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge as per RDSO's Specification. | Each | 500.00 | 103.05 | 51,525 |
| 44 | Manufacture of flared portion of Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. | Set | 60.00 | 3,930.89 | 2,35,853.4 |
| 45 | 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 | 60.00 | 3,821.15 | 2,29,269 |
| 46 | Fabrication, supplying and fixing 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded i n ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately. | Each | 60.00 | 3,112.85 | 1,86,771 |
| 47 | 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 | 10.00 | 5,540.12 | 55,401.2 |
| 48 | 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 | 10.00 | 4,791.62 | 47,916.2 |
| 49 | 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 |
| 50 | 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 | 20.00 | 6,611.39 | 1,32,227.8 |
| 51 | 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 | 140.00 | 1,013.1 | 1,41,834 |
| 52 | For erection | Each | 10.00 | 265.31 | 2,653.1 |
| 53 | For removal | Each | 10.00 | 216.48 | 2,164.8 |
| 54 | 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 | 25.00 | 458.68 | 11,467 |
| 55 | 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 | 23.00 | 15,481.58 | 3,56,076.34 |
| Schedule total | ₹5,93,02,842.12 | ||||
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