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Tender Value
₹6.3 Cr
EMD Value
₹12.6 L
Closing Date
19 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SOU BRIDGE
18 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 ofPart-I ofIRSGCC-2022 and as per Railway BoardAdvance correction slipNo.1 dated 14-07-2022 Thetenderer must have minimumaverage annualcontractual turnover of V/N or "V" whichever isless:where V= Advertised value of the tender in croresof RupeesN= Number of years prescribed forcompletion of work for whichbids have beeninvited. The average annual contractualturnovershall be calculated as an average of "totalcontractual payments"in the previous threefinancial years, as per the audited balancesheet.However, in case balance sheet of the previous yearis yetto be prepared/ audited, the audited balancesheet of the fourthprevious year shall be consideredfor calculating average annualcontractual turnover.The tenderers shall submit requisiteinformation asper Annexure-F (Annexure-VIB of GCC), alongwithcopies of Audited Balance Sheets duly certifiedby the CharteredAccountant/ Certificate fromChartered Account duly supportedby Audit balanceSheet
Financial Eligibility Criteria: As per Clause 10.2 ofIRSGCC- 2022(As per Advanced Correction slip No,1dated. 14.07.2022 to GCC-2022) and the same ismentioned in Para No.10.2 page no. 15 ofthistender document. Tenderer should attach Selfattested/Digitally signed copy of Certificate showingminimum averageannual contractual turnover asper Annexure VIB of IRSGCC- 2022(As per AdvancedCorrection slip No,1 dated. 14.07.2022 to GCC-2022) in Annexure - "F"Page-32 of MasterDocument 1 attachedto the tender
B-VI (E) : Any Civil Engineering work excluding zonal works (HQ Lr No W.148/P/SNW/2025 dated 02.12.2025)
Technical Eligibility Criteria: as per Clause 10.1 ofPart-I ofIRSGCC-2022 (a) The tenderer must havesuccessfully completedor substantially completedany one of the following categories ofwork(s) duringlast 07 (seven) years, ending last day ofmonthprevious to the one in which tender is invited:(i) Three similarworks each costing not less than theamount equal to 30% ofadvertised value of thetender, or (ii) Two similar works eachcosting notless than the amount equal to 40% ofadvertisedvalue of the tender, or (iii) One similarwork costing not less thanthe amount equal to 60%of advertised value of the tender
(b) (1) In case of tenders for composite works (e.g.worksinvolving more than one distinct component,such as CivilEngineering works, S&T works,Electrical works, OHE works etc.and in the case ofmajor bridges substructure, superstructureetc.),tenderer must have successfully completed orsubstantiallycompleted any one of the followingcategories of work(s) duringlast 07 (seven) years,ending last day of month previous to theone inwhich tender is invited: (i) Three similar workseachcosting not less than the amount equal to 30%of advertisedvalue of each component of tender, or(ii) Two similar works eachcosting not less than theamount equal to 40% of advertisedvalue of eachcomponent of tender, or (iii) One similar workeachcosting not less than the amount equal to@10<37@of advertisedvalue of each component of tender.Note for b(1): Separatecompleted works ofminimum required values shall also beconsideredfor fulfilment of technical eligibility criteriafordifferent components. (b)(2) In such cases, whatconstitutes acomponent in a composite work shallbe clearly predefined withestimated tender cost ofit, as part of the tender documentswithout anyambiguity. (b) (3) To evaluate the technicaleligibilityof tenderer, only components of work asstipulated in tenderdocuments for evaluation oftechnical eligibility, shall beconsidered. The scopeof work covered in other remainingcomponentsshall be either executed by tenderer himself if 1.1.1 hehaswork experience as mentioned in clause 7 of theStandardGeneral Conditions of Contractor throughsubcontractor fulfillingthe requirements as perclause 7 of the Standard GeneralConditions ofContract or jointly i.e., partly himself andremainingthrough subcontractor, with priorapproval of Chief Engineer inwriting. However, ifrequired in tender documents by way ofSpecialConditions, a formal agreement duly notarized,legallyenforceable in the court of law, shall beexecuted by the maincontractor with thesubcontractor for the component(s) ofworkproposed to be executed by thesubcontractor(s), and shall besubmitted along withthe offer for considering subletting of thatscope ofwork towards fulfillment of technical eligibilitySuchsubcontractor must fulfil technical eligibilitycriteria as follows:The subcontractor shall havesuccessfully completed at least onework similar towork proposed for subcontract, costing not lessthan35% value of work to be sub-let, in last 5 years,ending lastday of month previous to the one inwhich tender is invitedthrough a works contract.Note: for subletting of work costing upto Rs 50 lakh,no previous work experience of subcontractorshallbe asked for by the Railway. In case afteraward of contract orduring execution of work itbecomes necessary for contractor tochangesubcontractor, the same shall be donewithsubcontractor(s) fulfilling the requirements asper clause 7 of theStandard General Conditions ofContract, with prior approval ofChief Engineer inwriting
Note for Item 10.1 of IRSGCC-2022: Workexperience certificatefrom private individual shallnot be considered. However, inaddition to workexperience certificates issued by anyGovt.Organization, work experience certificateissued by Public listedcompany having averageannual turnover of Rs 500 crore andabove in last 3financial years excluding the current financialyear,listed on National Stock Exchange or BombayStockExchange, incorporated/registered at least 5years prior to thedate of closing of tender, shallalso be considered provided thework 1.1.2 experiencecertificate has been issued by a personauthorizedby the Public listed company to issue suchcertificates.In case tenderer submits workexperience certificate issued bypublic listedcompany, the tenderer shall also submit alongwithwork experience certificate, the relevant copyof work order, billof quantities, bill wise details ofpayment received duly certifiedby CharteredAccountant, TDS certificates for allpaymentsreceived and copy of final/last bill paid bycompany in support ofabove work experiencecertificate
Instructions to Tenderers and Conditions of Tender:Tenders arerefer Annexure-I, Tender Form (SecondSheet) Part-I of IRSGCC-2022 is mentioned frompage No. 11 - 26 of Master Document -1attached tothe tender
19 conditions · 7 needing a document upload
Please enter the percentage of local contentin thematerial being offered. Please enter 0for fully importeditems, and 100 for fullyindigenous items. The definitionandcalculation of local content shall be inaccordancewith the Make in India policy asincorporated in thetender conditions
Please enter the percentage of local content in the material being offered. Please enter 0 for fully imported items, and 100 for fully indigenous items. The definition and calculation of local content shall be in accordance with the Make in India policy as incorporated in the tender conditions.
Tender value is including escalation of (-)15% (minusfifteen percent ) on CPWD DSRrates. Tenderer shouldnote this beforequoting the rates
The original Bank Guarantee (in lieu of BidSecurity)should be delivered in person to theofficial nominated(i.e. OS/Tenders/Engg) /BZA Division) as indicated in thetenderdocument before closing date for submissionofbids (i.e. excluding the last date ofsubmission of Bids).
All the instructions furnished in the TechnicalCompliance/ Commercial Compliance /Custom / Undertakings /General Instructionsare only indicative and notexhaustive. Thetenderer shall read the GCC /Tenderdocuments for complete details
The tenderer shall thoroughly go through theentiretender document and strictly adhere tothe instructionand directions given therein
GDR-BZA : Provision of L- retainers, jacketing and other protective works for bridges in SSE/W/KVZ & OGL sections of ADEN/OGL sub-division.
E-06-south-BZA-2026
E-06-south-BZA-2026
Open
Works - General
18 Months
Krishna, Andhra Pradesh
₹0
₹12.6 L
19 May 2026
27 Apr 2026
5 May 2026
53 items across 5 schedules · ₹6,35,75,846.92 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | In all conditions and classifications of soil except rock | cum | 937.00 | 104.1 | 97,541.7 |
| 2 | Cleaning out silt from bed of reservoir/canals including 50m lead and lift up to 1.5m. | cum | 2205.00 | 179.15 | 3,95,025.75 |
| 3 | All kinds of soils | cum | 437.76 | 189.63 | 83,012.43 |
| 4 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 739.00 | 2,509.53 | 18,54,542.67 |
| 5 | Wing wall and Return wall | cum | 84.00 | 2,718.7 | 2,28,370.8 |
| 6 | 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 | 173.00 | 2,599.66 | 4,49,741.18 |
| 7 | Deduction for not using Plasticiser in approved proportions (as per IS:9103) for any grade of Design Mix Concrete. | cum | 69.00 | -180.68 | -12,466.92 |
| 8 | 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 | 2202.00 | 605.99 | 13,34,389.98 |
| 9 | 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 using 20mm graded crushed stone aggregate and coarse sand of approved quality in jacketing of piers and abutments from bottom of foundation up to a height of 10m for designed thickness of jacketing 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 paid extra under relevant item. 2. Plasticizer 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 plasticisers at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 648.00 | 4,507.88 | 29,21,106.24 |
| 10 | Extra for drilling 32mm dia. holes for jacketing / anchoring | Metre | 1135.00 | 116.16 | 1,31,841.6 |
| 11 | Extra for inserting of dowel bars of specified dia. (cost of rods to be paid extra) | Metre | 1135.00 | 13 | 14,755 |
| 12 | Supplying and laying in position specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In- charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. | cum | 2380.00 | 2,646.72 | 62,99,193.6 |
| 13 | Providing Flood Level Gauges on abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under-side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. | Sqm | 103.50 | 496.68 | 51,406.38 |
| 14 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. | cum | 155.00 | 1,627.55 | 2,52,270.25 |
| 15 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 695.75 | 1,003.45 | 6,98,150.34 |
| 16 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). | cum | 127.00 | 1,528.47 | 1,94,115.69 |
| 17 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. | cum | 322.00 | 2,494.46 | 8,03,216.12 |
| 18 | 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 | 114.00 | 1,220.62 | 1,39,150.68 |
| 19 | Guniting concrete surface with cement mortar of average thickness 25mm along with wire mesh 50x50x3mm, applied with compressor after cleaning surface and spraying complete including curing as per procedure and technical specifications given under Para 209.3 of IRBM. Rate is excluding the cost of cement which shall be paid extra. | Sqm | 275.00 | 569.39 | 1,56,582.25 |
| 20 | 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 | 250.00 | 61.45 | 15,362.5 |
| 21 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 1550.00 | 299.06 | 4,63,543 |
| 22 | Cement Sand Mortar (1:1) Grout with 20% anti-shrinkage compound w.r.t. cement. | Kg | 620.00 | 111.82 | 69,328.4 |
| 23 | Epoxy Grout | Kg | 465.00 | 1,234.54 | 5,74,061.1 |
| 24 | 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 | 322.00 | 941.21 | 3,03,069.62 |
| 25 | 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 | 530.00 | 631.57 | 3,34,732.1 |
| 26 | 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 | 228.00 | 2,355.72 | 5,37,104.16 |
| 27 | 20mm thick polymer mortar | Sqm | 1000.00 | 1,298.25 | 12,98,250 |
| 28 | Painting the HFL mark and Danger level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete. | Each | 139.00 | 258.36 | 35,912.04 |
| 29 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 180.00 | 744.16 | 1,33,948.8 |
| 30 | 900mm dia. | Metre | 130.00 | 6,556.98 | 8,52,407.4 |
| 31 | 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 | 113.00 | 2,109.6 | 2,38,384.8 |
| 32 | 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 | 112.80 | 334.09 | 37,685.35 |
| 33 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 2400.00 | 40.58 | 97,392 |
| 34 | cum | 656.93 | 37.93 | 24,917.35 | |
| Schedule total | ₹2,11,08,044.36 | ||||
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