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Tender Value
₹8.0 Cr
EMD Value
₹16.0 L
Closing Date
3 Jun 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NOR TRACK
18 conditions · 5 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC-2022 and as per Railway Board Advance correction slip No.1 dated 14-07-2022 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-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Account duly supported by Audit balance Sheet .
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) and the same is mentioned in Para No.10.2 page no. 15 of this tender document. Tenderer should attach Self- attested/ Digitally signed copy of Certificate showing minimum average annual contractual turnover as per Annexure VIB of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) in Annexure - "F"Page-32 of Master Document - 1 attached to the tender
Similar Nature of works :- A.I : Any Civil Engineering work consisting of execution of earthwork in formation.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC-2022 (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 fulfilment 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 1.1.1 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 notarized, 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 fulfil 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 sub-let, 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 of IRSGCC-2022: 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 1.1.2 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.
Instructions to Tenderers and Conditions of Tender: Tenders are refer Annexure-I, Tender Form (Second Sheet) Part-I of IRSGCC-2022 is mentioned from page No. 11 - 26 of Master Document -1 attached to the tender.
17 conditions · 6 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 i t e m s . The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-)15% (minus Fifteen percent) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e. OS/Tenders/Engg) / BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein.
SW-I) Vijayawada-Visakhapatnam section: RJY - Godavari Pushkaram - 27 : Shifting of existing utilities from RJY to KVR for development of holding area at RJY station for crowd management during Godavari Pushkarams. SW-II:) BZA Division: BZA-VSKP Section : TRR(P) - 1.072km from Km.601.062-602.134 on APT UP Loop Line of SSE/P.Way/SLO Section in Sr.DEN/North/BZA Jurisdiction. SW-III:) BZA Division: BZA-VSKP Section : TRR(P) - 1.615km from Km.748.005-749.620 on DN Line of SSE/P.Way/AKP Section in Sr.DEN/North/BZA Jurisdiction. SW-IV:) BZA Division: BZA-VSKP Section : TRR(P) - 1.620km from Km.749.620-751.240 on DN Line of SSE/P.Way/AKP Section in Sr.DEN/North/BZA Jurisdiction. SW-V:) BZA Division: BZA-VSKP Section : TSR(P) - 1.302km from Km.563.698- 565.000 on UP Line of SSE/P.Way/RJY Section in Sr.DEN/North/BZA Jurisdiction. SW-VI:) (BZA Division: BZA-VSKP Section : TSR(P) - 1.584km from Km.571.530-572.061 & 586.809-587.862 on UP Line of SSE/P.Way/RJY Section in Sr.DEN/North/BZA Jurisdiction. SW-VII:) BZA Division: BZA-VSKP Section : CTR(P) - 0.970km from Km.681.067-682.037 on DN Line of SSE/P.Way/TUNI Section in Sr.DEN/North/BZA Jurisdiction. SW-VIII:) BZA Division: BZA-VSKP Section : TRR(P) - 0.512km from Km.674.806-675.318 on UP line & TSR(P) - 1.200km from Km.674.806-676.006 on DN Line of SSE/P.Way/TUNI Section in Sr.DEN/North/BZA Jurisdiction. SW-IX:) BZA Division: BZA-VSKP Section : TRR(P) - 1.428km from Km. 515.000-516.428 on DN Line of SSE/P.Way/TDD Section in Sr.DEN/North/BZA Jurisdiction. SW-X:) BZA Division: BZA-VSKP Section : TRR(P) - 1.428km from Km. 516.428-517.856 on DN Line of SSE/P.Way/TDD Section in Sr.DEN/North/BZA Jurisdiction.
E-19-North-BZA-2026
E-19-North-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹16.0 L
3 Jun 2026
9 May 2026
20 May 2026
201 items across 13 schedules · ₹8,02,63,711.93 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| Pulling & positioning of rails accurately on cess including supporting rails, providing required gap and squaring at ends for renewal preparation, as directed by Engineer in-charge. | — | — | — | — | |
| 1 | Up to 40 m long rail panel | RM | 2228.00 | 7.89 | 17,578.92 |
| 2 | More than 40 m long rail panel | RM | 19349.00 | 12.46 | 2,41,088.54 |
| 3 | Extra to Item no. 061011 for working on bridge | RM | 228.00 | 3.44 | 784.32 |
| 4 | Extra to Item no. 061012 for working on bridge | RM | 170.00 | 5.72 | 972.4 |
| Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block. | — | — | — | — | |
| 5 | For Through Rail Renewal work | TRM | 8640.00 | 38.7 | 3,34,368 |
| 6 | For Casual/Scattered Rail Renewal work | RM | 176.00 | 30.73 | 5,408.48 |
| Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately. | — | — | — | — | |
| 7 | For Through Rail Renewal work | TRM | 8620.00 | 39.9 | 3,43,938 |
| 8 | For Casual/Scattered Rail Renewal work | RM | 176.00 | 32.53 | 5,725.28 |
| Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed. | — | — | — | — | |
| 9 | Locations other than Ballasted Deck Bridge | Each | 639.00 | 407.84 | 2,60,609.76 |
| Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately. | — | — | — | — | |
| 10 | Fish plates with 4 fish bolts. | Joint | 31.00 | 189.37 | 5,870.47 |
| 11 | Opening and refixing of Joggled fish plates provided to weld joints/rail of any rail section under traffic to enable examination of weld/rail by departmental official nominated by Engineer In charge and lubrication of fishplates by applying departmental Grease graphite grade 'O' (IS:408) to fishing planes and bolts by departmental black oil as per procedure laid down in latest version of IRPWM, including all tools required and as directed by Engineer-in-charge. Note: 1. Grease Graphite, black oil, fish bolts, K.Oil, wire brush, required for work shall be given by department and issued at concerned SSE/PW Stores. 2.Jammed fish bolts shall be cut using chisel and hammer and replaced with new bolt. | Set | 19.00 | 45.12 | 857.28 |
| 12 | 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 | 8276.00 | 44.66 | 3,69,606.16 |
| Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge : | — | — | — | — | |
| 13 | Rail section of 52Kg and above | Each | 1508.00 | 110.77 | 1,67,041.16 |
| 14 | 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 | 9.00 | 7,559.55 | 68,035.95 |
| Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores. | — | — | — | — | |
| 15 | 1 in 8½ Turnouts | Set | 1.00 | 51,995.74 | 51,995.74 |
| 16 | Derailing Switch | Set | 1.00 | 12,763.98 | 12,763.98 |
| Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item. | — | — | — | — | |
| 17 | For 1 in 8½ Points & Crossing | Set | 1.00 | 6,796.72 | 6,796.72 |
| 18 | For Derailing Switch | Set | 1.00 | 5,018.6 | 5,018.6 |
| 19 | 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 | 2304.00 | 44.61 | 1,02,781.44 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing 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. | — | — | — | — | |
| 20 | For sleeper density of 1660 sleepers per km | TRM | 1000.00 | 255.83 | 2,55,830 |
| De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any. | — | — | — | — | |
| 21 | With Railway's Hydraulic Rail tensor | TRM | 13551.00 | 44.78 | 6,06,813.78 |
| Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately). | — | — | — | — | |
| 22 | With Clamps | Set | 155.00 | 135.75 | 21,041.25 |
| 23 | 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 | 57.00 | 1,567.39 | 89,341.23 |
| Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | — | — | — | — | |
| 24 | 60 Kg - 110/90 UTS - Outside Track | Each | 510.00 | 212.2 | 1,08,222 |
| 25 | 52 Kg - 90 UTS - Outside Track | Each | 20.00 | 191.5 | 3,830 |
| 26 | 60 Kg - 110/90 UTS - On Running Line | Each | 427.00 | 270.31 | 1,15,422.37 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | — | — | — | — | |
| 27 | Outside Track | Each | 1175.00 | 50.55 | 59,396.25 |
| 28 | On Running Line | Each | 554.00 | 64.84 | 35,921.36 |
| 29 | Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site. | Each | 208.00 | 34.01 | 7,074.08 |
| 30 | Renewal of existing running rail and guard rails of all sections on bridge portion over Steel Channel sleepers/PSC sleepers under traffic block including leading of new rails, fittings, refixing all the fastenings as per approved drawings including cutting of rails, drilling of holes to running and guard rails as required as per drawing and leading back the released rails and fittings and stacking at nominated place clear of infringements with all leads & lifts tools and consumables complete and as directed. | TRM | 137.00 | 649.33 | 88,958.21 |
| 31 | 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 | 4.00 | 3,509.41 | 14,037.64 |
| 32 | 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 | 6.00 | 3,189.64 | 19,137.84 |
| 33 | Renewal of existing guard rails of all rail sections on bridge portion over wooden/PSC/steel channel sleepers excluding flared ends duly leading new guard rails including cutting of rails, drilling holes to the guard rails as required and as per drawings, refixing with all fastenings, and leading back the released rail, stacking at nominated place clear of infringements with all leads & lifts complete and as directed. | TRM | 101.00 | 199.21 | 20,120.21 |
| 34 | Dismantling of existing flared portion of guard rails of any rail section over PSC sleepers duly removing rails & fastenings and leading and stacking released materials at nominated place within free lead, clear of infringements, complete and as directed. Note: One set consists of LH & RH side rails of one end. | Set | 6.00 | 1,783.81 | 10,702.86 |
| 35 | Manufacture & supply of 10mm thick Grooved Rubber Pads as per drg. No. RDSO/T-5199 & RDSO's Spec. no. IRS-T-47-2006 (Prov.) from RDSO approved sources with all contractor's lead, lift, labour, tools, plant and transportation etc. complete as instructed by Engineer in-charge. Note: One set constitutes two nos. | Set | 146.00 | 238.44 | 34,812.24 |
| 36 | Manufacturing and supplying Galvanised MS Inner and Outer Clips for Steel Channel Sleeper (RDSO Drg. No. T-6150 & T-6151) from RDSO approved sources. Note: One set constitutes two inner & two outer clips. | Set | 146.00 | 609.36 | 88,966.56 |
| 37 | Manufacture, supply & fixing of galvanised steel fittings of insulated galvanised steel channel sleeper for 60 Kg running rails & 52 Kg Guard Rail as per RDSO drawing no. RDSO/T-5155 to 5164 with up-to-date correction slips and specifications from RDSO approved sources with all contractor's lead, lift, labour, tools, plant, transportation etc. complete and instructions of Engineer in-charge. | Set | 146.00 | 2,781.85 | 4,06,150.1 |
| Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed. | — | — | — | — | |
| 38 | For erection | Each | 107.00 | 220.96 | 23,642.72 |
| 39 | For removal | Each | 107.00 | 179.15 | 19,169.05 |
| 40 | 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 | 14,080.46 | 14,080.46 |
| Schedule total | ₹40,43,911.41 | ||||
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1Masterdoc0119-03-2026.pdf
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2MasterDocument-2.pdf
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3TenderscheduleforTRRPTSRPTFRAFTFRPadTBRTWSEJGJ.pdf
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4Trackworkconditions.pdf
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5Generalconditions.pdf
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6SPECIFICATIONSANDSPECIALCONDITIONSOFCONTRACTFORDEEPSCREENINGOFBALLAST.pdf
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7Annexure-A1.pdf
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8Paintingconditions.pdf
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9Safetytrackconditions.pdf
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10SimilarNatureofworks-02-12-2025-Hqrs-Approved.pdf
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11JCBconditions.pdf
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12TrdConditions.pdf
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