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Tender Value
₹93.9 L
EMD Value
₹1.9 L
Closing Date
23 Feb 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.
Similare Nature of Work : Any civil engineering work except track work/transportation.
35 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.
SSE/W/VPT section: Cleaning and repairs to the gutters of platform shelters and painting of FOB's and PFS
MDU-W-01-2026-04~SR
MDU-W-01-2026-04
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹1.9 L
23 Feb 2026
30 Jan 2026
9 Feb 2026
48 items across 2 schedules · ₹80,39,440.05 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| EARTH WORK | — | — | — | — | |
| 1 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 48 | 2,161.2 | 1,03,737.6 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 2 | Providing, 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 | 1.5 | 18,644.6 | 27,966.9 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 3 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 22 | 6,658.25 | 1,46,481.5 |
| CLADDING WORK | — | — | — | — | |
| Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. | — | — | — | — | |
| Granite stone slab of colour black, Cherry/Ruby red | — | — | — | — | |
| 4 | Area of slab over 0.50 sqm | Sqm | 202 | 4,425.35 | 8,93,920.7 |
| STEEL WORK | — | — | — | — | |
| 5 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1000 | 111.95 | 1,11,950 |
| FLOORING | — | — | — | — | |
| 6 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 10 | 7,958.65 | 79,586.5 |
| ROOFING | — | — | — | — | |
| SHEET ROOFING | — | — | — | — | |
| 7 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 4800 | 163.65 | 7,85,520 |
| Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for 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. | — | — | — | — | |
| 8 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 200 | 72 | 14,400 |
| 9 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 3500 | 671.55 | 23,50,425 |
| Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : | — | — | — | — | |
| 10 | Ridges plain (500 - 600mm) | Metre | 120 | 450.6 | 54,072 |
| Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer complete : | — | — | — | — | |
| 11 | Precoated/mill finish aluminium Gutter (600 mm over all girth) | Metre | 416 | 1,616 | 6,72,256 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 12 | 1:6 (1 cement: 6 fine sand) | Sqm | 202 | 282 | 56,964 |
| DISMANTLING AND DEMOLISHING | — | — | — | — | |
| Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | — | — | — | — | |
| 13 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 3.5 | 2,007.1 | 7,024.85 |
| 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. | — | — | — | — | |
| 14 | In cement mortar | cum | 14 | 1,698.45 | 23,778.3 |
| 15 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1000 | 4.65 | 4,650 |
| Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. | — | — | — | — | |
| 16 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 20 | 93.4 | 1,868 |
| Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: | — | — | — | — | |
| 17 | G.S. Sheet | Sqm | 3500 | 136 | 4,76,000 |
| Dismantling C.I. or asbestos rain water pipe with fittings and clamps including stacking the material within 50 metres lead : | — | — | — | — | |
| 18 | 150 mm dia pipe | Metre | 60 | 66.2 | 3,972 |
| 19 | 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 | 500 | 219.35 | 1,09,675 |
| Schedule total | ₹59,24,248.35 | ||||
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