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Tender Value
Refer Docs
EMD Value
₹2.5 L
Closing Date
10 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and as per Railway Board Advance correction slip No.1 dated 14-07-2022The 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 tenderer 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 Accountant duly supported by Audited Balance Sheet.
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022(As per Advanced Correction slipNo,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 VI B ofIRSGCC-2022 (As per Advanced Correction slip No,1dated.14.07.2022 to GCC-2022)in Annexure - "F"Page-32 of Master Document -1 attached to the tender.
Similar Nature of works :-F-1: Any Railway Track work including track maintenance work.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I ofIRSGCC-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 to30% 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 Page 15/21 1.1.1tenderer must have successfully completed or substantially completed anyone 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 forb(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 predefined 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 7of 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 intender 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 fulfilment 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%valueof work to be subletted, in last5 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 500crore and above in last 3financial 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.
16 conditions · 5 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.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWDDSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person on any working day 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 Division :GDR-BZA & BZA-VSKP Section : Proposed PQRS Depot at Duggirala Station Yard & SW-II- TFTR- Widening/ repair of cess, filling up low lying areas near toe of bank to avoid water stagnation duly providing Toe Bank, providing sand or boulder drains wherever needed for draining out of water from pockets of ballast penetrated in the formation in single line and double line track (UP or DN line) with track centers less than 5.30 m between Km:412-413 in SSE/P.Way/TEL Section.
E-02-CENTRAL-BZA-2026~SCR
E-02-CENTRAL-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹2.5 L
10 Mar 2026
14 Feb 2026
24 Feb 2026
87 items across 8 schedules · ₹2,08,02,503.98 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Preparation of foundation for Embankment by clearing, grubbing, stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer soil for embankment construction. | 100 Sqm soil of | 3000.00 | 518.05 | 15,541.5 |
| 2 | Benching of existing embankment manually in steps of 30 cm height for doubling/tripling works in running line to provide proper amalgamation between the old and new embankments as per RDSO latest Specifications and guidelines RDSO/2020//GE: IRS-0004 to entire satisfaction of Engineer in-charge. The item includes uprooting and disposing of all the vegetation, all lift, descends, ascends additional earthwork required for filling due to removal of earth benching in existing bank. Note: (1) The benching Work shall be done for a maximum height of 0.90 m at any time based on the progress earthwork starting from toe of the embankment. (2) Benching work shall be certified and recorded before starting the earth work. (3) Unit for payment shall be km per metre height of the Bank. Height here means representative average height of the bank in the specified taken from cross sectional measurements for earthwork. (4) Since rate includes earthwork in steps, payment under this item shall made after completion of earthwork to that level. (5) Cut soil from bank shall not be used in embankment construction and disposed off away from bank as per the direction of Engineer-in-charge. | Kilometre the and in of km the be | 1.00 | 1,09,487.9 | 1,09,487.9 |
| Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction specified density a n d dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines. | to | — | — | — | |
| 3 | Using Soil Class SQ2 | cum 25050.00 | — | 268.5 | 67,25,925 |
| Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall maintained through out the execution of the work and shall removed in workman like manner on completion of the work only after instruction of Engineer in-Charge. Note: (1) 60% payment shall made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos ballies shall be the property of the Contractor. | be be be / | — | — | — | |
| 4 | Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia. | RM | 1000.00 | 79.28 | 79,280 |
| 5 | 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 Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed 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 14000.00 / by in & | — | 5.45 | 76,300 |
| Under conditions not requiring Traffic Block: Dismantling of existing turnouts, diamond crossings and derailing switches with all types rails and sleeper layout, removing rails, switches, crossings, sleepers fastenings, leveling of ballast to correct profile & stacking all released materials, sleepers, fastenings, rails, switches & crossings including segregating & stacking at specified locations in a neat countable manner, within the lead of 250m & all lift, clear infringements, crossing of track, if any complete, as directed - Note: This item shall be operated only when existing turnout is replaced either with new turnout in case of TTR or with plain track when existing turnout is no more required at that location. 2. Rail cutting will be paid extra under relevant item. 3. Laying of new turnout or plain track prepared ballast bed, as required, shall be paid separately under relevant item. | BG of & the and of 1. on | — | — | — | |
| 6 | 1 in 8½ Turnout (Under conditions not requiring Traffic Block). | Set | 1.00 | 21,267.86 | 21,267.86 |
| Assembling complete BG Turnout on staging, clear of infringements, correct gauge and alignment as per standard drawings with all types rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, lift & crossing of track as required and testing points with S&T staff throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at the SSE/P.Way stores. | to of all for | — | — | — | |
| 7 | 1 in 8½ Turnout | Set | 4.00 | 33,534.07 | 1,34,136.28 |
| Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers prepared ballast bed for New lines or during total closure of section indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for kmph speed including lubrication of fittings/fastenings, complete directed by Engineer in-charge. | on at of as 20 as | — | — | — | |
| 8 | 1 in 12 Turnouts | Set | 1.00 | 44,921.93 | 44,921.93 |
| Laying and linking all types of turnouts, diamond crossings Derailing switches with 52Kg / 60Kg rail section on PSC sleepers ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item shall be paid under relevant item. | and on as of and | — | — | — | |
| 9 | 1 in 8½ Turnouts | Set | 4.00 | 42,525.68 | 1,70,102.72 |
| Assembling on temporary staging and insertion of all types of switches including TWS on prepared ballast bed during traffic block, manually by contractor's cranes, at specified location with 52Kg / 60Kg section on PSC sleepers with Railways rails/sleepers available within 250m as per standard drawing, duly leading sleepers, rails, switches, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling etc. including preparation for operation of traffic block, including crossing of track, filling and spreading of ballast in crib and shoulder required, linking with existing track, attending track parameters including lifting, providing one round of packing to make track fit for kmph speed lubrication of fittings/fastenings, complete as directed Engineer in-charge. Note: Required P.Way fittings shall be supplied the SSE/P.Way stores. | or rail as 20 by at | — | — | — | |
| 10 | 1 in 12 Turnouts | Set | 1.00 | 21,047.23 | 21,047.23 |
| Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches 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 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 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. | to to be | — | — | — | |
| 11 | For 1 in 8½ Points & Crossing | Set | 4.00 | 6,796.72 | 27,186.88 |
| 12 | For 1 in 12 Points & Crossing | Set | 1.00 | 8,574.84 | 8,574.84 |
| 13 | Cess repair/widening work as per RDSO Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil the designed profile The work shall include uprooting and disposing all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. The benching Work shall be done for a maximum height of 1.50 m any time based on the progress of earthwork starting from toe of embankment. | cum to of the 3. at the | 823.00 | 301.32 | 2,47,986.36 |
| 14 | Dismantling existing sand humps in yards from end of turnout to end sand hump. Scope includes dismantling of track and brick / stone masonry on either sides of track, removing sand and earth to required level including clearing site and stacking released materials within maximum lead of 250m, clear of infringement, complete and directed. | of Each the as | 1.00 | 11,524.99 | 11,524.99 |
| Linking of BG track (except at LC, Bridges and SEJs) with any type rail section and sleeper of specified density, on ballast bed spread compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on 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 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 meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. | of and to to and and | — | — | — | |
| 15 | For sleeper density of 1540 sleepers per km | TRM | 1800.00 | 237.5 | 4,27,500 |
| 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 & 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 RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) | lift per | — | — | — | |
| 16 | 60 Kg - 110/90 UTS - Outside Track | Each | 600.00 | 212.2 | 1,27,320 |
| Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. | of Rail | — | — | — | |
| 17 | Outside Track | Each | 300.00 | 50.55 | 15,165 |
| Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. contractor shall arrange all statutory permits as required by rules regulations prevailing in the area of work. Payment shall be made actual working hours at site. | The and for | — | — | — | |
| 18 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 200.00 | 870.14 | 1,74,028 |
| 19 | 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 charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. | Each in | 5.00 | 14,080.46 | 70,402.3 |
| Schedule total | ₹85,07,698.79 | ||||
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