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Tender Value
₹28.8 Cr
EMD Value
₹57.5 L
Closing Date
27 Aug 2026, 2:00 pm
Yes (up to 3 members)
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
Above/Below/Par
OA/2
16 conditions · 4 needing a document upload
Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc- 2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 under: Financial Eligibility Criteria: Advance Correction Slip No. 1) Ref: 2022/ce-i/ct/gcc-2022/policy dated- 14.07.2022) A. Para 10.2., Part I of GCC shall be read as under: 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 under: The tenderers shall submit requisite information as per Annexure-XIV (as per tender document & NIT), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar nature of work "Any Civil engineering work involving construction of bridge/ culvert/RCC jacketing".
16 conditions · 5 needing a document upload
A . Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. 1. The details of the works completed by the tenderer during the last Seven years to be filled in Annexure-I. 2. The details of Plants and Machinery with the tenderer to be filled in Annexure- II. 3. Details of Personnel and Organization of the Tenderer to be filled in Annexure-III. 4. Details of Works presently on hand of the Tenderer to be filled in Annexure- IV. 5. The details regarding Association of Railway Officer s with the tenderer to be filled in Annexure- V. 6. List of the Arbitration cases of the Tenderer during last Five years to be filled in Annexure- VI. 7. List of the Court cases of the Tenderer during last Five years to be filled in Annexure- VII. 8. NEFT MANDATE FORM. All Payments to the agency including the refund of the Earnest Money of the unsuccessful bidder preferably will be remitted through NEFT. The Tenderer is required to submit Bank details and A/C No. etc. in Annexure-VIII. 9.Format for Certificate to be uploaded by Tenderer Along with the tender documents Annexure-IX and IX-A (As per GCC- 2022 Annexure-V and V-A). 10. GST COMPLAINT INVOICE Annexure-X 11. LETTER OF CREDIT Annexure-XI, 12. Bid Capacity Declaration Annexure-XII.13. Bid Security declaration Annexure-XIII and 14. Annual Contractual Turnover Data Declaration Annexure-XIV (As per GCC-2022 Annexure-VI-B).
B . T h e tender offer complete in a l l respect and with all documents is t o be submitted online by e-tendering process through the website www.ireps.gov.in before the closing time/date of this tender as mentioned in t h e N I T (Notice Inviting Tender). Tenderer can revise t h e bids a n y number of times till the closing time/date of the tender. No manual offers shall be accepted.
Demand for the Financial Criteria, Association of Railway Officers, List of Arbitration cases, Court cases and Mandate for NEFT are to be uploaded with a scanned copy duly filled in and signed as per annexure no. IV, V, VI, VII, VIII respectively. These Annexures are available in View Document menu at Home page and is downloadable. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days.
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) Construction of new LHS in lieu of LC Gate No. 18/4 at Km 88/7-9 in BDC - KWAE section under AEN/KWAE. (ii)Construction of new LHS in lieu of LC Gate No. 21 at Km 22/9-11 in AZ- NHT section under AEN/AZ. (iii)Construction of new LHS in lieu of LC Gate No. 22 at Km 20 / 34-36 in AZ-NHT section under AEN/AZ.
183_2026-27~ER
183_2026-27
Open
Works - General
12 Months
Howrah, West Bengal
₹0
₹57.5 L
3 Aug 2026
3 Aug 2026
13 Aug 2026
543 items across 27 schedules
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| — | — | — | 4,31,13,749.71 | ||
| — | 3.00 | — | — | ||
| Mobilisation of crane for erecting and placing of RCC / PSC salbs/ RCC Box segment from road to the construction site of capacity 150 MT (minimum) - 80 ft boom length . The crane will have to work at construction site . The rate includes all kind of hire charges , fuel, labours and other necessary charges and repairing of road temporary time to time , as requtred and as per direction of complete in all respect . Here Unit "each" implies for Per crane | — | — | — | 77,33,893.14 | |
| — | 4990.00 | — | — | ||
| Earthwork in excavation in foundation of bridges, wing wall, drop wall, flooring etc. in all class of soil, muck etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, disposal of excavated earth to suitable place outside Rly. land or as per the direction of site-in-charge. | — | — | — | 7,95,505.8 | |
| — | 240.00 | — | — | ||
| Demolition of masonry brick work. PCC, RCC of existing pier/abutment, flooer, bed, pavement etc at superstructure, sub-structure, founding level etc as required at site with/without mechanical means and shifting debris and cleaning the site as per instruction of Engineer-in-charge. The rate includes all labours, tools, plants, machineries, handling, re-handling, lead up to 250m, lift, transporting, carrying and all other incidental charges complete in all respect. | — | — | — | 4,53,900 | |
| — | 890.00 | — | — | ||
| Earthwork for making of cess upto 2m from the end of sleeper etc. The rate is inclusive of necessary shoring, strutting including all lead, lift, ascent, descent, collection of earth from suitable place outside Rly. land or as per the direction of site-in-charge. | — | — | — | 1,30,634.2 | |
| — | 310.00 | — | — | ||
| Casting of precast RCC Boxes in suitable number of segments of Grade M-35. The rate includes design of concrete mix, manufacture of concrete by concrete batching plant, cost of form works including erection & deshuttering, placement of concrete by using concrete pump, compaction, curing the concrete upto specified period complete in all respects, including lead, lift, crossing road/track etc. The rate also includes cost of all ingredients of RCC including cement, labour, tools & plants etc. Steel reinforcement supply will be paid separately. | — | — | — | 39,09,555.7 | |
| — | 1020.00 | — | — | ||
| RCC M-25 grade as per Rlys. Approved drawing & specification in flooring, wing wall, retaining wall curtain wall and drop wall. The rate includes designing of concrete mix, manufacture of concrete by concrete batching plant, cost of form work including erection & de-shuttering, batching plant, placement of concrete by concrete pump, compaction including cutting, bending & binding of reinforcements with binding wires & placing in proper position, curing of concrete upto specified period complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement admixture, labour, tools, plants etc. Steel reinforcement supply will be paid separately. | — | — | — | 1,01,34,179.4 | |
| — | 240.00 | — | — | ||
| C C M-20 grade as per Rlys approved drawing & specification in bridge foundation & wearing course. The rate includes designing of concrete mix, manufacture of concrete, cost of form work including erection & de-shuttering, placement of concrete, compaction, curing complete in all respect including all lead, lift, crossing road/track etc. The rate also includes cost of all ingredients including cement, admixture, labour, tools, plants etc. | — | — | — | 18,41,620.8 | |
| — | 105.00 | — | — | ||
| Supplying and spreading of stone ballast over bridge slab/box under traffic block with the help of gunny bags/empty cement bags etc. The rate include filling of stone ballast into empty cement bag/gunny bag and stacking at the different bridge location before traffic block where slab is to be placed and spreading the stone ballast over the slab after slab placement and its approached during traffic block as per direction of site-in- charge. The rate includes all lead, lift, ascend, descend, crossing of track etc etc. The empty cement /gunny bag will be supplied by the contractor which will be retained by the contractor after completion of work. | — | — | — | 1,63,514.4 | |
| — | 19800.00 | — | — | ||
| Filling of ballast, sand, stone dust into cement bag and placing spreading the same as per direction of site in charge. The rate includes all lead, lift, descend, ascend etc complete in all respect. | — | — | — | 3,94,614 | |
| — | 260.00 | — | — | ||
| Construction of water tight joint between box joints by concreting with M 35 grade & grouting with non shrinkable cementitious grout by drilling holes in concrete fixing grouting nipple (HDPE) injecting the grout mix under controlled condition, applying polysulphide compound in groove and sealing the joint by the compound of epoxy morter/chemicals in dry condition.All works to be completed in all respect as per approved drawing with all contractor's labours, materials, equipments etc as per direction of engineer-at-site. | — | — | — | 10,84,345.6 | |
| — | 205.00 | — | — | ||
| Cement concrete for CC M-25 grade cast IN SITU as per IS : 456-2000 using cement, coarse sand, stone ships of 20mm dia size as per IS -383 comlpete. | — | — | — | 29,48,808.15 | |
| — | 560.00 | — | — | ||
| Driving S. H. rails 90R/52 kg or any section of rail below ground level across to Railway track during Power block time up to required depth as per direction of site in charge. The rate includes chiseling at one end with contractors own arrangement with derrick/rope/pully cap/monkey, cutting of rails, trolleying/leading of rails to the site etc. complete in all respect. The rail will be supplied by Railway free of cost. | — | — | — | 3,89,345.6 | |
| — | 990.00 | — | — | ||
| Extra over earthwork in cutting in foundation, side drain, cross drainetc over, Non Sch Item no 1 of Schedule A during block period | — | — | — | 13,33,312.2 | |
| — | 72.00 | — | — | ||
| Hire charges for one no. DG set 5KVA including labours, tools, plant & equipment, fuel, lubrication oil, operator, operation and maintenance with lighting arrangement by 6 nos 500 watt Halogen with fittings and 2 nos FL fittings complete. This item should be operated in case of emergency arises at site as decided by the Engineer-in-charge. | — | — | — | 29,207.52 | |
| — | 80.00 | — | — | ||
| Supply, providing, laying &fixing 5mm thick concrete canvas (flexible concrete impregnated fabric that hardness when hydrated toform a thin, durable waterproof and fire resistanceconcrete layer within 24hrs.) in Limited Heightsubway and other requiredwork.The rate includes allthe cost of lead , lift,loading, unloading,transportation, ascent,decent, crossing of Railway track, road, nullah whereverrequired, all contractor's labour, materials all taxes, royalty etc. and all theincidental charges to complete in all respect in allrespect. Contractor shall submit all relevant test certificates of the materials. Mass of unset concretecanvas should be 75kg/m2 | — | — | — | 5,87,540 | |
| — | 600.00 | — | — | ||
| "Providing, Fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self supported roofing system (Technology similar to Proflex system provided by M&B engineering Pvt.Ltd., Ahmedabad), Material shall be of following specification, BMT 0.90mm to 1.00mm, APT 0.95mm Tolerance +/0.02mm thick, width 605 mm or as decided by Railway (Tolerance +/-2mm), including supplying, loading, transporting, unloading and staking at site, fabricating and laying with all contractors tools, plants, machineries materials and fixtures labours including all lead and lift and laps/ wastage if any etc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing execution drawing. Fabrication and installation of self supported roofing technology similar to Proflex System provided by M&B engineering Pvt.Ltd., Ahmedabad or decided by engineer. Note: The roofing system should be self supported roofing system (i.e. without trusses, purling's or any ancillary supports shall be designed by the Contractor through the consultantand got duly proof checked from VITI / Indian Institute of Technology, Mumbai, any other Govt. agencies. Design and drawing will be approved by Railways. For design of roofing system relevant load parameters of IS code of practice to be adopted. The cost of designing and proof checking of design and drawings will not be paid separately and these charges are deemed to be included in rates of this item. The rates shall also inclusive of preparation of necessary auto cad drawing required for execution of roofing system should be 100% leak proof, resistant to corrosion and maintenance free" | — | — | — | 9,72,372 | |
| — | 300.00 | — | — | ||
| Providing and laying a layer of three dimensional cellular confinement system "GEOCELL" made of ultrasonically welded HDPE strips, which acts as subgrade/subbase improving reinforcement mat weld distance of each cell=356mm, depth of cell=150mm) between formation and track structure as directed by the Engineer-in- charge. Rate includes all labour, material, tools, crossing of tracks, taxes etc. complete. | — | — | — | 1,22,742 | |
| — | 60.00 | — | — | ||
| Installation of sheet piles including all type of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, welding of sheet piles, all other auxiliary processes to facilitate sheet pile driving as per direction of the Engineer in charge. sheet pile driving length is 15m to 18m. welding at site should be done as per RDSO approved welders only. | — | — | — | 44,60,793 | |
| — | 60.00 | — | — | ||
| "Withdrawal of sheet pile from earth by dry vibro hammering including all types of taxes, all activities of mobilization of equipment, manpower, consumables, demobilization, cutting of sheet piles all other auxiliary processes to facilitate sheet pile removing as per direction of Engineer in charge." | — | — | — | 44,60,793 | |
| — | 4.00 | — | — | ||
| — | 200.00 | — | — | ||
| "Expansion joint treatement with 'SIKADUR COMBIFLEX'repair/grind the edges from both sides with Sikadur-31,an epoxy adhesive cum repair mortar. Supply andapply of high performance joint sealing system 'SikadurCombiflex SG' 2 mm thick and 200 mm wide to beqlued to the substrate with the help of epoxy adhesive'Sikadur 31C ' @ 1.4 kg/RM for sealing of the joints onthe joint and as per manufacturer's specification,complete in all respect." | — | — | — | 10,14,798 | |
| — | — | — | 40,28,623.12 | ||
| — | 81.00 | — | — | ||
| Launching of railway's relieving girder of overall length up to 12 to 22 metre after removing track, ballast, excavation earth on properly prepared wooden / cc cribs supports as per the approved scheme of launching, Railway drawing and specifications, by contractor's road crane including all tools, plants, machineries, labour, equipments etc. The work includes fixing of track i.e. Steel channel sleepers, rails & fittings as per railway specifications and standards on the relieving girder and necessary adjustments in the longitudinal and cross levels including lifting & packing at approaches of girders after insertion of the relieving girder in track to maintain safety of trains on the relieving girder and its approaches. Note:- RH girder, sleepers, rails & fittings will be provided by railway | — | — | — | 5,05,174.32 | |
| — | 81.00 | — | — | ||
| "De-launching of Railway's 12 to 22 m long reliving girder from bridges and stacking at suitable location as per direction of Engineer in charge with contractor's labour, trailer, cranes, derricks, tools and plants, equipments, consumables etc. complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer in charge. Note: - The rate shall be inclusive of dismantling of track fixed on girder." | — | — | — | 2,51,743.14 | |
| — | 53.00 | — | — | ||
| Removal of BG track assembly of required length during traffic block in straight/ curve laid on LWR/SWR/single rail with 60Kg/52Kg rails on PSC sleepers with spacing up to 1660 sleeper per KM density with the help of contractor's road crane including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, leading and stacking them near site without damaging the BG track assembly with contractor labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions without disturbing centre line and level pegs as per direction of site engineer in charge. | — | — | — | 3,08,529.43 | |
| — | 53.00 | — | — | ||
| Insertion of already assembled BG track in existing track alignment during traffic block or otherwise with the help of contractor's road crane over bank or as directed by Engineer in charge at site in straight/curve, including cutting of rails with abrasive disc cutter & drilling of holes along with chamfering wherever required, squaring of sleepers, ensuring correct sleeper spacing, gauge, alignment, longitudinal and cross levels including removing of kinks of rails including one katcha packing to bring the track to good geometry as per IRPWM fit for 20 kmph including tightening/recouping of all sleepers, fittings and fastening etc. as a complete job with contractor's labour, tools, plants, equipments etc. including handling, re- handling, crossing of track, Nallahs and any other obstructions as per site conditions & direction of site engineer in charge. The rate shall include preparation of formation for laying of track including levelling & grading and nothing extra will be paid on this account | — | — | — | 3,08,529.43 | |
| — | 40.00 | — | — | ||
| Maintenance of track over relieving girder & its approaches ensuring the safety of track by maintaining correct gauge, alignment, longitudinal and cross levels as per IRPWM fit for 30 kmph including tightening /recouping of all fittings and fastening over relieving girder & its approaches etc. with contractor's labour, tools, plants, equipments etc. as per direction of site engineer in charge as a complete job. The rate shall also include the protection of bank in case of settlement of sleeper/CC crib . Contractor has to provide the gang of minimum 15 labours along with supervisor experienced in track work per day including one watchman from 5.00pm to 8.00 am. The payment under this item shall be made after launching of reliving girder till the removal of same. Note: - A penalty of Rs 500/- per labour per day shall be imposed in case of non availability of any labour/supervisor. Decision of Engineer in charge in this regard shall be final & binding to contractor. | — | — | — | 3,25,049.6 | |
| — | 20.00 | — | — | ||
| Supplying of Wooden Blocks Size 2750 x 250 x 200mm made of Sal wood suitable for temporary arrangement of Relieving girder as per direction of site engineer in charge. These blocks shall become property of railway after completion of work. | — | — | — | 20,47,660.8 |
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nit.pdf
NIT
SimilarnatureofworkLHS.pdf
ATTACHMENT
ACS11GCCWorks2026March_compressed.pdf
ATTACHMENT
CheckList_3.pdf
ATTACHMENT
JPOSTCables_1.pdf
ATTACHMENT
LetterregardingrecommendedlistofBrands_makeofmaterialsdated03.09.2025.pdf
ATTACHMENT
Updatedtenderdocument_151.pdf
ATTACHMENT
GCCACS14.07.2022-compressed.pdf
ATTACHMENT
Annexure-X2.pdf
ATTACHMENT
NewAnnexure-IX-merged.pdf
ATTACHMENT
Annexure-XII_.pdf
ATTACHMENT
ColouredFinal_GCC_April-22_pdf_27.04.22_1.pdf
ATTACHMENT
Annexure-XI_11_2.pdf
ATTACHMENT
Annexure-XIV_1.pdf
ATTACHMENT
Annexure-IIIIII_3.pdf
ATTACHMENT
ACS11GCCWorks2026.pdf
ATTACHMENT
Annexure-IVVVIVIIVIII_2.pdf
ATTACHMENT
Annexure-XIII_1.pdf
ATTACHMENT
2ndcorrectionslip.pdf
ATTACHMENT
AdvanceCorrectionSlipNo_5ACS-5.pdf
ATTACHMENT
GCC-2022-ACS7.pdf
ATTACHMENT
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