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Tender Value
₹11.9 Cr
EMD Value
₹23.8 L
Closing Date
8 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)
WA SECTION
19 conditions · 3 needing a document upload
Financial Eligibility Criteria: 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF AUDITED BALANCE SHEET.
Financial Eligibility Criteria: 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. Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.) PLEASE ATTACH COPY OF ANNEXURE VI-B.(Proforma is available in document).
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.
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 fulfillment of technical eligibility criteria for different components.
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.
For tenders having advertised value more than Rs. 10 crore (As per instruction given in ACS-11 issued vide Rly Board letter No. 2022/CE-I/CT/GCC-2022/Policy/Pt I(E-3320424) dtd 13.03.2026).wherein eligibility criteria includes bid capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender. Annexure VI of GCC April 2022 and Advance Correction Slip No.1(Rly. Board letter No.2022/CE-I/CT/GCC-2022/Policy date 14.07.2022.)
Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, 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 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.
Defination of Similar Work :- Construction of any type of rail bridge under a running railway line.
71 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 items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
CPWD DSR-2023 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 16.01.2023 with latest Correction Slips issued from time to time by CPWD.
Performance Guarantee As per ACS-11 dtd 13.03.2026 Para 16(4)(h) Introduced to GCC Apr2022 is as under Para 16(4)(h) If a tender is accepted on the quoted rates of bidder which is below the advertised tender value, an additional performance security shall be submitted by bider as below - Bid quoted Below 0 to 5 % (inclusive) of advertised cost - Additional Performance Guarantee (%) = NIL Bid quoted Below 5 % - of advertised cost - Additional Performance Guarantee (%) = 5%
Signature on Receipts for Amount.
Every receipt for money which may become payable or for any security which may become transferable to the Contractors under these presents, shall, if signed in the partnership name by anyone of the partners of a Contractor's firm be a good and sufficient discharge to the Railway in respect of the moneys or security purported to be acknowledged thereby and in the event of death of any of the Contractor, partners during the pendency of the contract, it is hereby expressly agreed that every receipt by anyone of the surviving Contractor partners shall if so signed as aforesaid be good and sufficient discharge as aforesaid provided that nothing in this Clause contained shall be deemed to prejudice or effect any claim which the Railway may hereafter have against the legal representative of any Contractor partner so dying for or in respect to any breach of any of the conditions of the contract, provided also that nothing in this clause contained shall be deemed to prejudice or effect the respective rights or obligations of the Contractor partners and of the legal representatives of any deceased contractor partners interse. (GCC April 2022 para 53.)
Applicability of rules for this tender
GCC-April 2022 with upto date correction slip.
CPWD DSR-2018 (Delhi Schedule of Rates) and CPWD Specifications- 2019 (or latest) shall be used for all works related to Building Works, Road Works and Horticulture works and other Miscellaneous works with effect from 01.06.2021 with latest Correction Slips issued from time to time by CPWD.
Relevant IS-CODES AND RAILWAY CODES AND MANUALS.
In these Special Conditions of Contract the following terms shall have the meaning hereby assigned to them except where the context otherwise requires.
(a)"General Condition of Contract" shall mean General Conditions of Contract-April 2022 as contained in Western Railway, Engineering Department "Indian Railways Unified standard specifications (works and materials)Vol-I &II".
"Specifications" shall mean the Specifications for Materials and Works of the Railway as specified under the authority of the Ministry of Railways or Chief Engineer or as amplified, added to or superseded by special specifications if any, appended to the Tender Forms. (GCC April 2022 Part I para I Instructions to tenderers (ITT).)
Standard Schedule of Rates (SSOR) shall mean the schedule of Rates adopted by the Railway, which includes- 1."Unified Standard Schedule of Rates of the Railway (USSOR)" i.e. the Standard Schedule of Rates of the Railway issued under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents; 2. "Delhi Schedule Of Rates (DSR)" i.e. the Standard Schedule of Rates published by Director General/ Central Public Works Department, Government of India, New Delhi, as adopted and modified by the Railway under the authority of the Chief Engineer from time to time, updated with correction slips issued up to date of inviting tender or as otherwise specified in the tender documents.
"If any dispute arises between the parties with respect to this agreement any application or suit shall be instituted only in the; court with the local limits or whose Jurisdiction, the Western Railway's Divisional Headquarters office is situated and both the parties shall be bound by this clause. (Head quarters letter no. CE-Circular No. 11/No. W/623/5/ARB/1 dt. 26.04.04)
Chanderiya-Ratlam Section:- Providing subway(RUB) in lieu of LC no 154(Km:296/13-15) between Mandsaur-Dalauda Stations.
RTM-2026-27-81~WR
RTM-2026-27-81
Open
Works - General
15 Months
Ratlam, Madhya Pradesh
₹0
₹23.8 L
12 Aug 2026
12 Aug 2026
25 Aug 2026
89 items across 6 schedules · ₹16,58,77,870.78 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 2 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 300.00 | 444.77 | 1,33,431 |
| 3 | Joining with strong nylon rope in one cross and one horizontal pattern of minimum 5mm dia. | RM | 300.00 | 113.74 | 34,122 |
| 4 | 0m to 10m | Metre | 10.00 | 2,435.05 | 24,350.5 |
| 5 | Extra for 150mm dia. bore in hard Rock/large Boulder at all levels | Metre | 6.00 | 3,612.43 | 21,674.58 |
| 6 | 0m to 10m | Metre | 10.00 | 3,144.15 | 31,441.5 |
| 7 | Conducting standard penetration test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge | Each | 12.00 | 1,337.94 | 16,055.28 |
| 8 | All kinds of soils | cum | 23173.87 | 213.47 | 49,46,926.03 |
| 9 | Soft rock (not requiring blasting) | cum | 9138.35 | 443.05 | 40,48,745.97 |
| 10 | Hard rock (blasting prohibited ) | cum | 12723.54 | 1,226.3 | 1,56,02,877.1 |
| 11 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 450.00 | 4,079.81 | 18,35,914.5 |
| 12 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 738.00 | 4,115.74 | 30,37,416.12 |
| 13 | Wing wall and Return wall | cum | 688.80 | 4,242.71 | 29,22,378.65 |
| 14 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 221.40 | 4,085.62 | 9,04,556.27 |
| 15 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 100.00 | 274.89 | 27,489 |
| 16 | Providing and casting machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in- Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 1539.60 | 4,527.31 | 69,70,246.48 |
| 17 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 990.00 | 162.33 | 1,60,706.7 |
| 18 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 6334.90 | 746.3 | 47,27,735.87 |
| 19 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 280.78 | 119.03 | 33,421.24 |
| 20 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 250.00 | 1,953.39 | 4,88,347.5 |
| 21 | 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 | 1,321.25 | 13,21,250 |
| 22 | Providing and inserting nipples of size 12 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. | Each | 100.00 | 110.56 | 11,056 |
| 23 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 500.00 | 320.53 | 1,60,265 |
| 24 | Cement Sand Mortar (1:1) Grout with 20% anti- shrinkage compound w.r.t. cement. | Kg | 300.00 | 140.71 | 42,213 |
| 25 | Epoxy Grout | Kg | 300.00 | 1,817.19 | 5,45,157 |
| 26 | Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. | Sqm | 500.00 | 3,275.25 | 16,37,625 |
| 27 | Applying shotcrete mixture of average thickness 40mm over masonry / concrete including removal of defective concrete, raking the mortar in joints, cleaning the surface thoroughly, fixing 50x50x3mm wire mesh over the surface for application of grout mixture comprising cement, sand, coarse aggregate, water, quick setting compound complete as per procedures and specifications given in IRBM Para No 209(3) including curing. Rate is excluding the cost of cement which shall be paid extra. | Sqm | 500.00 | 713.37 | 3,56,685 |
| 28 | Applying pre-packed cement based polymer mortar of strength 45 Mpa (28 days) for replacement of spalled concrete with average thickness of 10mm as per manufacturer's specification and approved procedure. | Sqm | 500.00 | 611.87 | 3,05,935 |
| 29 | Providing and laying of filter media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. | cum | 200.00 | 4,229.27 | 8,45,854 |
| 30 | Supplying, spreading and filling coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant. | cum | 300.00 | 2,536.29 | 7,60,887 |
| 31 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 400.00 | 411.68 | 1,64,672 |
| 32 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 2000.00 | 97.07 | 1,94,140 |
| 33 | 60 Kg - 110/90 UTS - On Running Line | Each | 4.00 | 310.82 | 1,243.28 |
| 34 | On Running Line | Each | 32.00 | 78.7 | 2,518.4 |
| 35 | With enamel paint (two coats) | Sqm | 40.00 | 159.9 | 6,396 |
| 36 | With Hot melt thermoplastic road marking paint | Sqm | 40.00 | 231.44 | 9,257.6 |
| 37 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 2.00 | 1,96,044.19 | 3,92,088.38 |
| 38 | RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT | Each | 2.00 | 2,10,296.23 | 4,20,592.46 |
| 39 | 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 | 4.00 | 6,908.11 | 27,632.44 |
| 40 | JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity | Hour | 500.00 | 846.09 | 4,23,045 |
| 41 | Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material | Hour | 100.00 | 2,118.4 | 2,11,840 |
| 42 | Tractor with Trolley for local transportation or other misc. works. | Hour | 500.00 | 599.84 | 2,99,920 |
| 43 | Arranging labour as and when required by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. | Day | 100.00 | 753.26 | 75,326 |
| 44 | Supplying and filling 50 kg size empty cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. | Each | 2500.00 | 16.02 | 40,050 |
| 45 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site. | Each | 2500.00 | 14.8 | 37,000 |
| Schedule total | ₹5,43,34,959.85 | ||||
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LETTEROFCREDITASMODEOFPAYMENT062018.pdf
ATTACHMENT
Safetyrules.pdf
ATTACHMENT
GCC2022CorrectionSlipNo8.pdf
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GCC2022CorrectionSlipNo10.pdf
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PBGPerformaforTenderdocument30Aug2025.pdf
ATTACHMENT
GCC2022CorrectionSlipNo7.pdf
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GCC2022CorrectionSlipNo9.pdf
ATTACHMENT
ProcedureforpaymentofContractorbillasperGSTImplementation_GST_290617.pdf
ATTACHMENT
PROCEDUREORDERFORENSURINGSAFETYATWORKSITE.pdf
ATTACHMENT
NOrelativecertificate.pdf
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certificateforrailwayemployeereengagement_1.pdf
ATTACHMENT
TERMINATIONCONTRACT.pdf
ATTACHMENT
ACS5GCC2022.pdf
ATTACHMENT
07.08.23ACS4.pdf
ATTACHMENT
07.08.23LAUNCHEMB.pdf
ATTACHMENT
BidCapacity-AnnexureVI.pdf
ATTACHMENT
Offloading Part-S-of Work
ATTACHMENT
BidsecurityAnnexure-VIA.pdf
ATTACHMENT
FormatforAnnualcontractualturnoverAnnexure-VIB.pdf
ATTACHMENT
GCCAPRIL2022.pdf
ATTACHMENT
MOUFORJVGCCAPRIL22WITHALLACS.pdf
ATTACHMENT
AnnexureVasperACS4dt07.08.2023.pdf
ATTACHMENT
OffloadingPartSofworkRBLetterNo2022-CE-I-CT-GCC-2020-Polociydt27Apr2022.pdf
ATTACHMENT
AnnexureVA.pdf
ATTACHMENT
ACS6GCC2022.pdf
ATTACHMENT
ACS2dt13Dec22.pdf
ATTACHMENT
ACS1GCCAPR2022.pdf
ATTACHMENT
ACS3dt26APR23.pdf
ATTACHMENT
LetterNo.2017-CE-I-CT-9date31May2023.pdf
ATTACHMENT
GCC2022CorrectionSlipNo11.pdf
ATTACHMENT
MaintenaceRUBLHSworks.pdf
ATTACHMENT
3PCECircular88forQualityofWorks1.pdf
ATTACHMENT
4corrigendumforsafetyatworkssites2.pdf
ATTACHMENT
Recommendedmakermanufacturerofcivilmaterials3.pdf
ATTACHMENT
dainikkaaryanishpaadananumatipatra2.pdf
ATTACHMENT
SpecialconditionLC154.pdf
ATTACHMENT
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