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Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
9 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER
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.
Defination of Similar Work :- Experience in earth work in banks and cuttings in Railway formation.
(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.
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.2 dt.13/12/2022 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.
Earthwork in forming embankment, construction of track machine office building, store shed, approach road etc., in connection with Provision of full length Shunting neck and three stabling lines between TPJ and GOC stations.
TPJ-18-2026-04~SR
TPJ-18-2026-04
Open
Works - General
9 Months
Chennai, Tamil Nadu
₹0
₹7.0 L
16 Sept 2026
16 Sept 2026
25 Sept 2026
262 items across 11 schedules · ₹3,38,93,182.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| General | — | — | — | — | |
| Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | — | — | — | — | |
| 1 | All kinds of soil. | cum | 115 | 260.3 | 29,934.5 |
| 2 | 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 | 70 | 196 | 13,720 |
| 3 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 120 | 700.5 | 84,060 |
| Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | — | — | — | — | |
| 4 | All kinds of soil | cum | 7 | 126.8 | 887.6 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 70 | 2,123.75 | 1,48,662.5 |
| Supplying chemical emulsion in sealed containers including delivery as specified. | — | — | — | — | |
| 6 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Litre | 50 | 234.75 | 11,737.5 |
| 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 : | — | — | — | — | |
| 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 | 18 | 7,178.75 | 1,29,217.5 |
| 8 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 13 | 6,812 | 88,556 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 9 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 20 | 410.85 | 8,217 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| CAST IN SITU | — | — | — | — | |
| Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : | — | — | — | — | |
| 10 | 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 | 39.25 | 10,852.95 | 4,25,978.29 |
| 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 | 7.5 | 392.15 | 2,941.13 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 186 | 927.25 | 1,72,468.5 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 216 | 736.4 | 1,59,062.4 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 86 | 961.3 | 82,671.8 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5.5 | 951.1 | 5,231.05 |
| PRE-CAST RCC | — | — | — | — | |
| 16 | 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 | 3 | 10,585.9 | 31,757.7 |
| 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 w o r k a b i l i t y 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 | — | — | — | — | |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 39.25 | 9,504.75 | 3,73,061.44 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 60 | 9,860.4 | 5,91,624 |
| 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: | — | — | — | — | |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 7,132.25 | 1,78,306.25 |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : | — | — | — | — | |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 65 | 9,105.95 | 5,91,886.75 |
| 21 | Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in cement mortar 1:3 (1 cement: 3 coarse sand) in superstructure above plinth level and upto floor five level. | Sqm | 17.5 | 865.65 | 15,148.88 |
| HALF BRICK MASONRY | — | — | — | — | |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : | — | — | — | — | |
| 22 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 40 | 905.05 | 36,202 |
| Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. | — | — | — | — | |
| 23 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 39 | 1,123.8 | 43,828.2 |
| 24 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 39 | 104.8 | 4,087.2 |
| WOOD AND P.V.C. WORK | — | — | — | — | |
| FRAMES AND TRUSSES | — | — | — | — | |
| Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). | — | — | — | — | |
| 25 | Second class teak wood | cum | .25 | 1,42,949.7 | 35,737.43 |
| Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. | — | — | — | — | |
| Second class teak wood | — | — | — | — | |
| 26 | 35 mm thick shutters | Sqm | 7 | 4,111.95 | 28,783.65 |
| COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) | — | — | — | — | |
| Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) | — | — | — | — | |
| 27 | 250x16 mm | Each | 4 | 193.7 | 774.8 |
| CHROMIUM PLATED BRASS FITTINGS | — | — | — | — | |
| 28 | Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 4 | 998.35 | 3,993.4 |
| ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL BE ISI MARKED) | — | — | — | — | |
| Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : | — | — | — | — | |
| 29 | 300x10 mm | Each | 4 | 130.1 | 520.4 |
| Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. | — | — | — | — | |
| 30 | Single rubber stopper | Each | 4 | 39.6 | 158.4 |
| STEEL WORK | — | — | — | — | |
| General | — | — | — | — | |
| Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part1 and M.S. top cover of required thickness for rolling shutters. | — | — | — | — | |
| 31 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 4 | 3,653.2 | 14,612.8 |
| FLOORING | — | — | — | — | |
| General | — | — | — | — | |
| Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. | — | — | — | — | |
| 32 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 61 | 614.2 | 37,466.2 |
| CERAMIC GLAZED TILES | — | — | — | — | |
| 33 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 14 | 1,096.55 | 15,351.7 |
| 34 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 53 | 1,112.7 | 58,973.1 |
| VITRIFIED FLOOR TILES | — | — | — | — | |
| Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. | — | — | — | — | |
| 35 | Size of Tile 600x600 mm | Sqm | 120 | 1,553.45 | 1,86,414 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| 36 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. | Sqm | 165 | 709.75 | 1,17,108.75 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 360 | 333.35 | 1,20,006 |
| CEMENT PLASTER (IN COARSE SAND) | — | — | — | — | |
| 20 mm cement plaster of mix : | — | — | — | — | |
| 38 | 1:6 (1 cement: 6 coarse sand) | Sqm | 434 | 466.05 | 2,02,265.7 |
| CEMENT PLASTER WITH A FLOATING COAT OF NEAT CEMENT | — | — | — | — | |
| Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. | — | — | — | — | |
| 39 | 12 mm cement plaster | Sqm | 160 | 449.55 | 71,928 |
| INTERIOR FINISHING | — | — | — | — | |
| White washing with lime to give an even shade : | — | — | — | — | |
| 40 | New work (three or more coats) | Sqm | 160 | 39.05 | 6,248 |
| EXTERIOR FINISHING | — | — | — | — | |
| Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : | — | — | — | — | |
| 41 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 352 | 193.7 | 68,182.4 |
| Applying priming coat: | — | — | — | — | |
| 42 | With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood | Sqm | 8 | 74.65 | 597.2 |
| 43 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 20 | 67.4 | 1,348 |
| Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 44 | Two or more coats on new work | Sqm | 27 | 155.9 | 4,209.3 |
| 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. | — | — | — | — | |
| 45 | Two coats | Sqm | 435 | 137.45 | 59,790.75 |
| 46 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | Sqm | 50 | 95.8 | 4,790 |
| ALUMINIUM WORK | — | — | — | — | |
| General | — | — | — | — | |
| Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : | — | — | — | — | |
| For fixed portion | — | — | — | — | |
| 47 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 70 | 495.05 | 34,653.5 |
| For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) | — | — | — | — | |
| 48 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): | — | — | — | — | |
| 49 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 17 | 1,505.25 | 25,589.25 |
| Schedule total | ₹43,58,680.92 | ||||
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