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Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
6 Jul 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
TENDER SEC
14 conditions · 3 needing a document upload
For works costing more than Rs.50 lakhs - The tenderer must have minimum average annual contractual turnover of V/N or 'V' which ever 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.
Similar Nature of Work: Any civil Engineering work Except track work/Transportation
26 conditions · 3 needing a document upload
Whether required test certificates/ samples, if any have been uploaded?
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) / 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 Atorney, 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 1, 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.07/08/2023 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 of Annexure 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 may be. Non-submission of the above Certificate (s) by the bidder shall result in summarily rejection of his/their bid.
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.
DEN/NORTH/MDU Jurisdiction: Improvements to Platform surface and Divyangjan amenities work at 24 stations in ADEN/KKDI sub-division.
MDU-W-09-2026-02
MDU-W-09-2026-02
Open
Works - General
5 Months
Madurai, Tamil Nadu
₹0
₹7.0 L
6 Jul 2026
11 Jun 2026
22 Jun 2026
54 items across 2 schedules · ₹2,81,10,253.03 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1349.9 | 177.5 | 2,39,607.25 |
| 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 | 35 | 196 | 6,860 |
| 3 | 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 | 838.5 | 7,878.5 | 66,06,122.25 |
| 4 | 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 |
| 5 | Foundations, footings, bases for columns | Sqm | 10 | 392.15 | 3,921.5 |
| 6 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 11 | 495.75 | 5,453.25 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1267 | 392.15 | 4,96,854.05 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 135 | 927.25 | 1,25,178.75 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 55 | 961.3 | 52,871.5 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 7.5 | 9,504.75 | 71,285.63 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 12.5 | 9,860.4 | 1,23,255 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6.5 | 7,132.25 | 46,359.63 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 32 | 9,105.95 | 2,91,390.4 |
| 15 | 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 | 70 | 1,267.95 | 88,756.5 |
| 16 | 300x16 mm | Each | 5 | 303.25 | 1,516.25 |
| 17 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 3.5 | 8,247.25 | 28,865.38 |
| 18 | Pre-laminated with decorative lamination on both side exterior Grade - I MDF Board 18 mm thick confirming to IS:14587 | Sqm | 10 | 1,248 | 12,480 |
| 19 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 340 | 772.4 | 2,62,616 |
| 20 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 26 | 8,595.15 | 2,23,473.9 |
| 21 | Dark shade pigment using ordinary cement | Sqm | 11095 | 1,119.5 | 1,24,20,852.5 |
| 22 | Size of Tile 600 x 600 mm | Sqm | 25 | 1,464.85 | 36,621.25 |
| 23 | Size of Tile 1200 x 1200 mm | Sqm | 130 | 2,838.5 | 3,69,005 |
| 24 | 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 | 22.5 | 709.75 | 15,969.38 |
| 25 | 1:6 (1 cement: 6 fine sand) | Sqm | 216 | 333.35 | 72,003.6 |
| 26 | 1:6 (1 cement: 6 fine sand) | Sqm | 150 | 450 | 67,500 |
| 27 | New work (three or more coats) | Sqm | 25 | 39.05 | 976.25 |
| 28 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 35 | 185.65 | 6,497.75 |
| 29 | Two coats | Sqm | 215 | 137.45 | 29,551.75 |
| 30 | Two coats | Sqm | 471 | 142.8 | 67,258.8 |
| 31 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 702 | 2,434.25 | 17,08,843.5 |
| 32 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 82 | 3,551.25 | 2,91,202.5 |
| 33 | For thickness of tiles 10 mm to 25 mm | Sqm | 7550 | 73.4 | 5,54,170 |
| 34 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in- charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 9190 | 263.95 | 24,25,700.5 |
| 35 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 776 | 747.8 | 5,80,292.8 |
| 36 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 124.5 | 2,017.6 | 2,51,191.2 |
| 37 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 5 | 6,515.55 | 32,577.75 |
| 38 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,648.85 | 13,244.25 |
| 39 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 40 | Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 | Each | 5 | 591.4 | 2,957 |
| 41 | 20 mm nominal dia Pipes | Metre | 50 | 335 | 16,750 |
| 42 | 25 mm nominal dia Pipes | Metre | 50 | 401.55 | 20,077.5 |
| 43 | 15 mm nominal bore | Each | 5 | 353.25 | 1,766.25 |
| 44 | 25 mm nominal bore | Each | 5 | 622.4 | 3,112 |
| 45 | 20 mm nominal bore | Each | 5 | 539.95 | 2,699.75 |
| 46 | 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 | 1500 | 11 | 16,500 |
| 47 | 150 mm diameter | Metre | 50 | 695.8 | 34,790 |
| 48 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 110 | 598.6 | 65,846 |
| Schedule total | ₹2,79,52,943.02 | ||||
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details.html
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nit.pdf
NIT
GCCApr2022withCorrectionSlip1to11.pdf
ATTACHMENT
RulesandRegulations-Aug2023.pdf
ATTACHMENT
AddlspecialconditionsforCivilWorks.pdf
ATTACHMENT
BankGuaranteeBond-Modelform.pdf
ATTACHMENT
coping_slab_plansnewrevised.pdf
ATTACHMENT
Annexure.pdf
ATTACHMENT
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