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Tender Value
₹5.7 Cr
EMD Value
₹11.3 L
Closing Date
16 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
CEN BRIDGE
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 work: B.II.(b) : Any "Railway/Metro/Road Bridge work with PSC superstructure on sub structure with (i) Open/pile/well foundation (or) (ii) pile/well foundation (or) (iii) Well foundation" as per HQrs letter No. W.148/P/SNW/2025 dated 02.12.2025.
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 1.1.1 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 1.1.2 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.
BZA-DIV. BZA-VSKP Section. Proposed Replacement with PSC Slabs(Post Tensioned) for Steel Girder Br. No. 13 UP (3x12.20m) & 13 Dn( 3x12.20m) in ADEN/EE Sub-Divsion.
E-03-Central-BZA-2026
E-03-Central-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹11.3 L
16 Apr 2026
24 Mar 2026
2 Apr 2026
90 items across 8 schedules · ₹5,67,80,585.48 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ2 | cum | 1340.00 | 268.5 | 3,59,790 |
| 2 | Girth over 30 cm and up to 60 cm | Each | 10.00 | 303.04 | 3,030.4 |
| 3 | With provision of one 50mm wide retro- reflective tape in horizontal direction, duly secured/tight with vertical posts. | Metre | 100.00 | 201.84 | 20,184 |
| 4 | With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally | RM | 100.00 | 134.69 | 13,469 |
| 5 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 500.00 | 847.69 | 4,23,845 |
| 6 | All kinds of soils | cum | 2000.00 | 189.63 | 3,79,260 |
| 7 | 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 | 120.00 | 231.77 | 27,812.4 |
| 8 | For water depth up to 1.00m | Each | 2.00 | 57,722.11 | 1,15,444.22 |
| 9 | 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 | 1600.00 | 165.97 | 2,65,552 |
| 10 | 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 | 2000.00 | 605.99 | 12,11,980 |
| 11 | All types of bridge super-structures, e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. | Sqm | 612.00 | 788.17 | 4,82,360.04 |
| 12 | For Span design load up to 100 MT | Each | 1.00 | 75,665.73 | 75,665.73 |
| 13 | 100mm dia. Drainage Spouts | Metre | 24.00 | 1,142.5 | 27,420 |
| 14 | Applying Epoxy Poly-sulphate Paint three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge | Sqm | 384.00 | 323.91 | 1,24,381.44 |
| 15 | With Cement Grout. Cost of cement shall be paid extra. | Kg | 250.00 | 108.61 | 27,152.5 |
| 16 | 250 MT capacity | Day | 2.00 | 3,10,067.05 | 6,20,134.1 |
| 17 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 1500.00 | 1,003.45 | 15,05,175 |
| 18 | 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 | 200.00 | 2,494.46 | 4,98,892 |
| 19 | Cleaning Surface of Abutment and Piers up to bed level under water with brush or any other tools to remove all traces of moss, loose materials, fungus, algae, vegetation growth etc. Cleaning shall be carried out with contractor's trained staff, tools & plants, safety equipments etc. complete job including arranging safe approach. | Sqm | 100.00 | 111.64 | 11,164 |
| 20 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. | cum | 300.00 | 1,940.44 | 5,82,132 |
| 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 | 200.00 | 1,220.62 | 2,44,124 |
| 22 | Supply and laying of coarse sand including consolidation with all 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 | 200.00 | 1,984.58 | 3,96,916 |
| 23 | 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 | 200.00 | 61.45 | 12,290 |
| 24 | Neat Cement Grout with 20% anti shrinkage compound w.r.t. cement. | Kg | 200.00 | 299.06 | 59,812 |
| 25 | Epoxy Grout | Kg | 50.00 | 1,234.54 | 61,727 |
| 26 | 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 | 2.00 | 258.36 | 516.72 |
| 27 | 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 | 2.00 | 744.16 | 1,488.32 |
| 28 | Providing cast in-situ plaques for bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. | Each | 2.00 | 1,148.22 | 2,296.44 |
| 29 | 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 | 200.00 | 334.09 | 66,818 |
| 30 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 200.00 | 40.58 | 8,116 |
| 31 | Open / Pile / Well Foundation for piers/abutments | Set | 1.00 | 24,417.36 | 24,417.36 |
| 32 | RCC Bed Block | Set | 1.00 | 7,592.8 | 7,592.8 |
| 33 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 50.00 | 184.57 | 9,228.5 |
| 34 | 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 | 2000.00 | 13.7 | 27,400 |
| 35 | 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 | 2000.00 | 12.66 | 25,320 |
| Schedule total | ₹77,22,906.97 | ||||
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nit.pdf
NIT
MASTERDOCUMENT-1.pdf
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MASTERDOCUMENT-2.pdf
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1-GENERALCONDITIONS.pdf
ATTACHMENT
2-GENERALCONDITIONSFORPSCSLABS.pdf
ATTACHMENT
3-SPECIALCONDITIONSFORBUILDINGWORKS.pdf
ATTACHMENT
4-EARTHWORKCONDITIONS.pdf
ATTACHMENT
5-PILINGSPECIALCONDITIONS.pdf
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6-TRDsafetyconditions.pdf
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7-sidepathwayconditions.pdf
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8-SAFETYPRECAUTIONSTOBETAKENATWORKSITE.pdf
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9-Revisedsplconditionsforrepairs.pdf
ATTACHMENT
10-SPECIFICATIONSOFCONTROLLEDCONCRETE.pdf
ATTACHMENT
11-SimilorNatureofwork-2025-Approved.pdf
ATTACHMENT
13-29.12.2025-DLPforBridgesRUBROB.PDF
ATTACHMENT
Schedule.pdf
ATTACHMENT
12-26.02.2026_RevisedApprovedlistofBrandsandMakes2026withallenclosures1.pdf
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