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Tender Value
₹4.3 Cr
EMD Value
₹8.6 L
Closing Date
3 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER/EAS
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.
26 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.
Construction of gang rest room, office building, resurfacing of platforms, provision of tactile tiles, toilets, ramp, road, etc., at various stations in PEM-KIK section.
TPJ-08-2026-01
TPJ-08-2026-01
Open
Works - General
6 Months
Chennai, Tamil Nadu
₹0
₹8.6 L
3 Jun 2026
11 May 2026
20 May 2026
419 items across 15 schedules · ₹3,83,58,995.4 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 162 | 260.3 | 42,168.6 |
| 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 | 558.06 | 196 | 1,09,379.76 |
| 3 | All kinds of soil | cum | 108 | 126.8 | 13,694.4 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 14.29 | 2,123.75 | 30,348.39 |
| 5 | All kinds of soil | Sqm | 334.64 | 34.15 | 11,427.96 |
| 6 | 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 | .65 | 7,878.5 | 5,121.03 |
| 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 | 21.44 | 7,178.75 | 1,53,912.4 |
| 8 | 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 | 34.92 | 410.85 | 14,346.88 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 129.6 | 392.15 | 50,822.64 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 401.81 | 927.25 | 3,72,578.32 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 424.22 | 736.4 | 3,12,395.61 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 372.1 | 961.3 | 3,57,699.73 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 31.71 | 951.1 | 30,159.38 |
| 14 | Providing, transporting, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 2.59 | 20,355.8 | 52,721.52 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 78.15 | 9,504.75 | 7,42,796.21 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 97.78 | 9,860.4 | 9,64,149.91 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24.31 | 7,132.25 | 1,73,385 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 130.44 | 9,105.95 | 11,87,780.12 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 93.62 | 1,123.8 | 1,05,210.16 |
| 20 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 10 | 104.8 | 1,048 |
| 21 | Providing and fixing Ist quality ceramic glazed wall 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 | 96.04 | 1,267.95 | 1,21,773.92 |
| 22 | Sal wood | cum | .48 | 1,16,520.3 | 55,929.74 |
| 23 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 376.24 | 2,241.8 | 8,43,454.83 |
| 24 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 376.24 | 176.4 | 66,368.74 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25.2 | 3,473.85 | 87,541.02 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 376.24 | 238.35 | 89,676.8 |
| 27 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 25.2 | 228.85 | 5,767.02 |
| 28 | 125x65x2.12 mm | Each | 36 | 53 | 1,908 |
| 29 | 125 mm | Each | 8 | 256.65 | 2,053.2 |
| 30 | 300x16 mm | Each | 8 | 303.25 | 2,426 |
| 31 | 300x10 mm | Each | 8 | 130.1 | 1,040.8 |
| 32 | 125 mm | Each | 8 | 66.25 | 530 |
| 33 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in- Charge. | Metre | 40 | 492.7 | 19,708 |
| 34 | 30 mm thick plain PVC door shutters | Sqm | 13.44 | 3,182.95 | 42,778.85 |
| 35 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 57.6 | 8,298.85 | 4,78,013.76 |
| 36 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 meter) | Sqm | 3.24 | 9,155.2 | 29,662.85 |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 36 | 614.2 | 22,111.2 |
| 38 | 25 mm thick | Sqm | 234.12 | 1,948.25 | 4,56,124.29 |
| 39 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 14.48 | 2,354.7 | 34,096.06 |
| 40 | 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 | 22.16 | 1,096.55 | 24,299.55 |
| 41 | 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 | 300 | 709.75 | 2,12,925 |
| 42 | 110 mm diameter | Metre | 80 | 377.4 | 30,192 |
| 43 | 110x110x110 mm | Each | 8 | 234.15 | 1,873.2 |
| 44 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 45 | 110 mm Shoe | Each | 8 | 131.85 | 1,054.8 |
| 46 | 110 mm | Each | 40 | 371.3 | 14,852 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 376.24 | 333.35 | 1,25,419.6 |
| 48 | 1:4 (1 cement: 4 coarse sand) | Sqm | 726.28 | 487.4 | 3,53,988.87 |
| 49 | 1:3 (1 cement : 3 fine sand) | Sqm | 726.28 | 300.45 | 2,18,210.83 |
| 50 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 376.24 | 171.1 | 64,374.66 |
| 51 | Two coats | Sqm | 726.28 | 142.8 | 1,03,712.78 |
| 52 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 726.28 | 73.95 | 53,708.41 |
| 53 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 54 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 2,226.35 | 17,810.8 |
| 55 | 100 mm dia pipe | Each | 8 | 198.15 | 1,585.2 |
| 56 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 8 | 708.95 | 5,671.6 |
| 57 | 15 mm nominal dia Pipes | Metre | 20 | 497.8 | 9,956 |
| 58 | 20 mm nominal dia Pipes | Metre | 40 | 274.3 | 10,972 |
| 59 | 25 mm nominal dia Pipes | Metre | 40 | 355.4 | 14,216 |
| 60 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 61 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 62 | 100 mm diameter | Each | 8 | 193.95 | 1,551.6 |
| 63 | 25 mm nominal bore | Each | 4 | 439.25 | 1,757 |
| 64 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Per Litre | 4000 | 11 | 44,000 |
| 65 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 8 | 111.45 | 891.6 |
| 66 | 100 mm diameter | Metre | 8 | 443.6 | 3,548.8 |
| 67 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 26,861.9 | 2,14,895.2 |
| 68 | 350 mm dia | Metre | 320 | 774.05 | 2,47,696 |
| 69 | 200 mm nominal size dia | Metre | 240 | 1,113.35 | 2,67,204 |
| 70 | 200 mm nominal size dia | Metre | 80 | 1,255.7 | 1,00,456 |
| Schedule total | ₹92,98,357 | ||||
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nit.pdf
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RDSOcircularforsteelreinforcement.pdf
ATTACHMENT
Annexure-V-VA-16082023.pdf
ATTACHMENT
SpecialConditions-updationoflabourdata.pdf
ATTACHMENT
specificationforworks1.pdf
ATTACHMENT
Tenderformfirstandsecondpage281024.pdf
ATTACHMENT
FormforPoliceverificationofcontractualstaff.pdf Verification for contractual staff
ATTACHMENT
Gangtoolrestroom-PlanNo.CE626.pdf
ATTACHMENT
Specialconditioncement-PF-n8.pdf
ATTACHMENT
annexurefortechnicalcomplaince18122022.pdf annexure for technical compliance
ATTACHMENT
JPO.pdf
ATTACHMENT
Registersatworksite.pdf
ATTACHMENT
annexureforcommercialcomplaince.pdf
ATTACHMENT
annexurefortechnicalcomplaince18122022.pdf
ATTACHMENT
PPEforsafetyinconstructionsite_1.pdf
ATTACHMENT
GCC-April-2022updatedandCSNo-10.pdf
ATTACHMENT
BOCWWcessRBletterdt.02.01.2026.pdf
ATTACHMENT
SpecialconditionsforsubmissionofBG.pdf
ATTACHMENT
ACSNo.11forGCC2022dt.13.3.26.pdf
ATTACHMENT
FormforPoliceverificationofcontractualstaff.pdf
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