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Tender Value
₹4.7 Cr
EMD Value
₹9.5 L
Closing Date
17 Sept 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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 involving construction of Swimming pool/Effluent treatment plant/Sewage treatment plant/Water treatment plant/Water Recycling plant.
28 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/Central/MDU Jurisdiction - Improvements to ORH, SSRH, HH, RKM, Vaigai Club and Construction of Swimming pool at Vaigai club at Madurai.
MDU-W-14-2026-06~SR
MDU-W-14-2026-06
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹9.5 L
17 Sept 2026
25 Aug 2026
3 Sept 2026
95 items across 2 schedules · ₹2,97,56,967.04 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1535 | 177.5 | 2,72,462.5 |
| 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 | 125 | 196 | 24,500 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 153 | 2,123.75 | 3,24,933.75 |
| 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 | 122.6 | 7,178.75 | 8,80,114.75 |
| 5 | 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 | 5 | 410.85 | 2,054.25 |
| 6 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | per bag of 50 kg cement used | 1700 | 18.15 | 30,855 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 195 | 392.15 | 76,469.25 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 591 | 842.5 | 4,97,917.5 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 418 | 927.25 | 3,87,590.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 242 | 736.4 | 1,78,208.8 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 351 | 961.3 | 3,37,416.3 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 128.5 | 9,504.75 | 12,21,360.38 |
| 13 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum | 230 | 9,806.7 | 22,55,541 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 117.5 | 9,860.4 | 11,58,597 |
| 15 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 20 | 10,162.35 | 2,03,247 |
| 16 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 45 | 733.5 | 33,007.5 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 8 | 7,370.65 | 58,965.2 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 24.1 | 7,132.25 | 1,71,887.23 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 15 | 9,344.35 | 1,40,165.25 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 136 | 9,105.95 | 12,38,409.2 |
| 21 | Cement mortar 1:3 (1 cement :3 coarse sand) | Sqm | 56 | 1,150.5 | 64,428 |
| 22 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 90 | 8,333.65 | 7,50,028.5 |
| 23 | Area of slab over 0.50 sqm | Sqm | 58 | 3,848.7 | 2,23,224.6 |
| 24 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 45 | 5,015.05 | 2,25,677.25 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 55 | 3,473.85 | 1,91,061.75 |
| 26 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 145 | 238.35 | 34,560.75 |
| 27 | Extruded section profile size 48x40 mm | Metre | 77 | 270.2 | 20,805.4 |
| 28 | 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 | 38 | 8,298.85 | 3,15,356.3 |
| 29 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 30 | 10,993.55 | 3,29,806.5 |
| 30 | Using R4 series with frame (115 mm & above) x (45 mm & above) & both glazed and fly screen sash (44 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multipoint locking system. (Height above 1.8m) | Sqm | 15.75 | 12,372.25 | 1,94,862.94 |
| 31 | Using R1 series with frame (33mm & above ) x (35mm & above) & sash /mullion (33mm & above) x (50 mm & above). (Height upto 0.90meter). | Sqm | 5.45 | 13,201.2 | 71,946.54 |
| 32 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) (Height upto 2.5 meter). | Sqm | 36 | 12,496.05 | 4,49,857.8 |
| 33 | Hot finished welded type tubes | Kg | 2300 | 194.4 | 4,47,120 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 960 | 172.6 | 1,65,696 |
| 35 | 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 | 465 | 772.4 | 3,59,166 |
| 36 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 110.5 | 614.2 | 67,869.1 |
| 37 | 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 | 117 | 1,096.55 | 1,28,296.35 |
| 38 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 85 | 1,315.3 | 1,11,800.5 |
| 39 | Size of Tile 600 x 1200 mm | Sqm | 555 | 1,577.15 | 8,75,318.25 |
| 40 | Size of Tile 1200 x 1200 mm | Sqm | 235 | 2,541 | 5,97,135 |
| 41 | Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer- in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in- Charge: | Sqm | 582 | 3,891.15 | 22,64,649.3 |
| 42 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 130 | 1,355.8 | 1,76,254 |
| 43 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 80 | 1,401.35 | 1,12,108 |
| 44 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 280 | 738.65 | 2,06,822 |
| 45 | Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner. | Sqm | 230 | 1,703.95 | 3,91,908.5 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 200 | 347.05 | 69,410 |
| 47 | 1:6 (1 cement: 6 fine sand) | Sqm | 200 | 333.35 | 66,670 |
| 48 | 1:4 (1 cement: 4 fine sand) | Sqm | 30 | 471.35 | 14,140.5 |
| 49 | 1:4 (1 cement: 4 coarse sand) | Sqm | 533 | 357.35 | 1,90,467.55 |
| 50 | 1:6 (1 cement: 6 coarse sand) | Sqm | 115 | 343.65 | 39,519.75 |
| 51 | 1:6 (1 cement: 6 coarse sand) | Sqm | 381 | 466.05 | 1,77,565.05 |
| 52 | 1:3 (1 cement : 3 fine sand) | Sqm | 33 | 300.45 | 9,914.85 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 175 | 262.7 | 45,972.5 |
| 54 | New work (three or more coats) | Sqm | 110 | 39.05 | 4,295.5 |
| 55 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 555 | 160.6 | 89,133 |
| 56 | Two coats | Sqm | 2440 | 137.45 | 3,35,378 |
| 57 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 750 | 25.15 | 18,862.5 |
| 58 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 22 | 2,434.25 | 53,553.5 |
| 59 | Demolishing R.B. 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 | 5 | 3,177.25 | 15,886.25 |
| 60 | In cement mortar | cum | 17 | 2,060.2 | 35,023.4 |
| 61 | Of area 3 sq. metres and below | Each | 8 | 367.2 | 2,937.6 |
| 62 | Of area beyond 3 sq. metres | Each | 98 | 502.75 | 49,269.5 |
| 63 | For thickness of tiles 10 mm to 25 mm | Sqm | 1360 | 73.4 | 99,824 |
| 64 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 18 | 266.45 | 4,796.1 |
| 65 | G.S. Sheet | Sqm | 8 | 164.95 | 1,319.6 |
| 66 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 35 | 54.65 | 1,912.75 |
| 67 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in- charge. | Sqm | 10 | 56.35 | 563.5 |
| 68 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,515.55 | 26,062.2 |
| 69 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 8,006.6 | 80,066 |
| 70 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 12,071.75 | 24,143.5 |
| 71 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 9 | 2,648.85 | 23,839.65 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 2,226.35 | 22,263.5 |
| 73 | 610x510 mm bowl depth 200 mm | Each | 5 | 4,940.8 | 24,704 |
| 74 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 10 | 1,607.95 | 16,079.5 |
| 75 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 300 | 1,301.35 | 3,90,405 |
| 76 | 25 mm nominal dia Pipes | Metre | 10 | 355.4 | 3,554 |
| 77 | 40 mm nominal dia Pipes | Metre | 10 | 563.05 | 5,630.5 |
| 78 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 79 | 40 mm nominal bore | Each | 1 | 826.1 | 826.1 |
| 80 | 50 mm nominal bore | Each | 1 | 1,026.65 | 1,026.65 |
| 81 | 100 mm diameter | Each | 10 | 193.95 | 1,939.5 |
| 82 | Class I | Each | 1 | 4,791.2 | 4,791.2 |
| 83 | 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 | 1000 | 11 | 11,000 |
| 84 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 2 | 196.95 | 393.9 |
| 85 | 300 mm dia piles | Metre | 210 | 3,065.6 | 6,43,776 |
| 86 | Providing & Applying polymer modified, flexible cementitious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementitious waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of cementitious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 765 | 447.35 | 3,42,222.75 |
| 87 | Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per IS:14276 : 1995 | Sqm | 200 | 2,189.75 | 4,37,950 |
| 88 | Frame size 45 x 70 mm | Metre | 74 | 705.85 | 52,232.9 |
| 89 | 30 mm thick | Sqm | 48 | 4,346.7 | 2,08,641.6 |
| Schedule total | ₹2,19,21,664.54 | ||||
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