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Tender Value
₹3.1 Cr
EMD Value
₹6.2 L
Closing Date
27 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER/NOR
16 conditions · 2 needing a document upload
10.2. 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.
Technical Eligibility Criteria: As per Clause 10.1 of Part-I of IRSGCC-2022 with advance correction slip and up to date (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 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.
(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 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. (b)(2) 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. (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 7 of 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 in tender documents by way of Special Conditions, a formal agreement duly notarised, 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 fulfill 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% value of work to be subletted, in last 5 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 with advance correction slip and up to date: 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 :- Experience in any Civil Engineering work except track works/transportation.
27 conditions · 4 needing a document upload
Whether required test certificates/samples, if any have been uploaded?
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.
The tenderer shall clearly specify whether the tender is submitted on his Own (Proprietary Firm) or on behalf of a Partnership Firm / Company / Joint Venture (JV) I Registered Society/ Registered Trust / Hindu Undivided Family( HUF) / Limited Liability Partnership (LLP) etc. , The tenderer(s) shall enclose the attested copies of the requisite documents (including Power of Attorney, if opted) for constitution of their concern as per Cl.14 of GCC-Part-l and as per a)Clause 17 of GCC - Part-1, for JV b)Clause 18 of GCC - Part-I, for Partnership Firm.
Copies of the following documents are to be uploaded: (i) Details such as Name of the tenderer/ Contractor, Validity of DSC, Complete address with pin code, contact number (ii) Copy of PAN card (iii) Copy of GSTIN card.
A copy of NEFT form duly filled in the details as necessary to be uploaded. (The Tenderer/Contractor not having NEFT form may down load the empty NEFT form available in Document site)
Submission of Annexure-V under document verification certificate- As per Advance Correction Slip No.4 dt.7/8/2023 to GCC - 2022, the tenderers shall submit copy of certificate stating that they are not liable to be disqualified and all their statements/documents submitted along with bid are true and factual. Standard format of the certificate to be submitted by the bidder in form Annexuere-V Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Submission of Annexure-V(A) under Document Verification Certificate. In case of other than company/Proprietary firm, Annexure-V(A) shall also be submitted by the each member of a Partnership Firm/ Joint Venture (JV) /Hindu Undivided Family (HUF) / Limited Liability Partnership (LLP) etc., as the case my be. Non-submission of the above Certificate(s) by the bidder shall result in summarily rejection of his/their bid.
Extension of Platform No.1 & 2 at Ulundurpet station & PF no. 1 at Tiruvannamalai station with fencing arrangements.
TPJ-13-2026-01
TPJ-13-2026-01
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹6.2 L
27 Jul 2026
2 Jul 2026
13 Jul 2026
133 items across 4 schedules · ₹2,54,64,365.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading, unloading and stacking | — | — | — | — | |
| Lime, moorum, building rubbish | — | — | — | — | |
| 1 | 1km | cum | 11 | 174.04 | 1,914.44 |
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in- charge. | — | — | — | — | |
| 2 | All kinds of soil | cum | 529 | 177.5 | 93,897.5 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 204 | 196 | 39,984 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 2232 | 17.6 | 39,283.2 |
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 5 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 33 | 7,878.5 | 2,59,990.5 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 23 | 7,294.7 | 1,67,778.1 |
| 7 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 122 | 7,178.75 | 8,75,807.5 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 8 | Foundations, footings, bases for columns | Sqm | 33 | 392.15 | 12,940.95 |
| 9 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 270 | 842.5 | 2,27,475 |
| MISCELLANEOUS | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to i m p r o v e durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. | — | — | — | — | |
| All works upto plinth level : | — | — | — | — | |
| 10 | Concrete of M20 grade with minimum cement content of 270 kg /cum | cum | 41 | 9,212.6 | 3,77,716.6 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 109 | 392.15 | 42,744.35 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 937 | 842.5 | 7,89,422.5 |
| PRE-CAST RCC | — | — | — | — | |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 72 | 10,585.9 | 7,62,184.8 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 14 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 203 | 9,806.7 | 19,90,760.1 |
| 15 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 149 | 733.5 | 1,09,291.5 |
| MASONRY WORK | — | — | — | — | |
| General | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 3 | 7,132.25 | 21,396.75 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| 17 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 330 | 117.35 | 38,725.5 |
| Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. | — | — | — | — | |
| 18 | Hot finished welded type tubes | Kg | 18187 | 194.4 | 35,35,552.8 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 19 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 112 | 1,328.35 | 1,48,775.2 |
| ROOFING | — | — | — | — | |
| RAIN WATER SPOUT AND PIPE | — | — | — | — | |
| Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. | — | — | — | — | |
| 20 | 75 mm diameter | Metre | 14 | 248.8 | 3,483.2 |
| 21 | 110 mm diameter | Metre | 115 | 377.4 | 43,401 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 22 | 1:6 (1 cement: 6 coarse sand) | Sqm | 5 | 343.65 | 1,718.25 |
| EXTERIOR FINISHING | — | — | — | — | |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 23 | Two or more coats on new work | Sqm | 578 | 155.9 | 90,110.2 |
| Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. | — | — | — | — | |
| 24 | Two coats | Sqm | 372 | 137.45 | 51,131.4 |
| Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. | — | — | — | — | |
| 25 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 372 | 73.95 | 27,509.4 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| General | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 26 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 7 | 2,434.25 | 17,039.75 |
| Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. | — | — | — | — | |
| 27 | In cement mortar | cum | 3 | 2,060.2 | 6,180.6 |
| Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: | — | — | — | — | |
| 28 | In cement mortar | cum | 1 | 2,877.75 | 2,877.75 |
| ROAD WORK | — | — | — | — | |
| FENCING | — | — | — | — | |
| Supplying at site : | — | — | — | — | |
| 29 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 100 | 78.95 | 7,895 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| 30 | Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre- moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 3720 | 5.3 | 19,716 |
| MISCELLANEOUS | — | — | — | — | |
| 31 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | cum | 224 | 9,823.8 | 22,00,531.2 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work | — | — | — | — | |
| 32 | 15 mm nominal dia Pipes | Metre | 25 | 244.7 | 6,117.5 |
| 33 | 20 mm nominal dia Pipes | Metre | 25 | 274.3 | 6,857.5 |
| 34 | 32 mm nominal dia Pipes | Metre | 80 | 438.6 | 35,088 |
| 35 | 50 mm nominal dia Pipes | Metre | 760 | 794.25 | 6,03,630 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 36 | 32 mm nominal bore. | Each | 14 | 689.6 | 9,654.4 |
| NEW TECHNOLOGIES AND MATERIALS | — | — | — | — | |
| PREFAB/PRECAST TECHNOLOGY | — | — | — | — | |
| Erection & Installation of Precast/Prestressed Concrete elements in correct & final position with proper line level and plumb at site making all arrangements (i.e. cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of elements, within erection tolerance as per IS 15916 as per approved shop drawings and all complete as per the direction of Engineer-in- Charge but excluding the cost of sim pads, non shrink grout and steel works i.e. hangers. All work up to fifth floor. | — | — | — | — | |
| 37 | Solid concrete wall elements | cum | 72 | 2,720.3 | 1,95,861.6 |
| Schedule total | ₹1,28,64,444.04 | ||||
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details.html
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nit.pdf
NIT
Copingslabdrawing.pdf
ATTACHMENT
PrecastPlatformwalldrawing.pdf
ATTACHMENT
MuffforOHTstructures-Plan.pdf
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annexureforcommercialcomplaince.pdf
ATTACHMENT
annexurefortechnicalcomplaince18122022.pdf
ATTACHMENT
PPEforsafetyinconstructionsite_1.pdf
ATTACHMENT
RevisedformateforcertificateAnnexureVVAACS326042023.pdf
ATTACHMENT
FormforPoliceverificationofcontractualstaff.pdf
ATTACHMENT
JPO-Boardletters.pdf
ATTACHMENT
Annexure-V-VA-16082023.pdf
ATTACHMENT
Registersatworksite.pdf
ATTACHMENT
Tenderformfirstandsecondpage281024.pdf
ATTACHMENT
specificationforworks-PF-n04.pdf
ATTACHMENT
GCC-April-2022updatedandCS-10.pdf
ATTACHMENT
ACSNo11forGCC2022.pdf
ATTACHMENT
BOCWWcessRBletterdt.02.01.2026.pdf
ATTACHMENT
SpecialconditionsforsubmissionofBG.pdf
ATTACHMENT
Specialconditioncement-PF-n8_1.pdf
ATTACHMENT
RetainingwallDrawingnoSR-CN-22182_1.pdf
ATTACHMENT
Platformextensionwork-Guidelines.pdf
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