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Tender Value
₹1.3 Cr
EMD Value
₹2.2 L
Closing Date
5 Jan 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.
Construction of 12 No's Gang Rest Room using Contingency funds in South jurisdiction.
MDU-W-20-2025-02~SR
MDU-W-20-2025-02
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹2.2 L
5 Jan 2026
12 Dec 2025
22 Dec 2025
73 items across 2 schedules · ₹25,41,577.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 325.5 | 205.45 | 66,873.98 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 186 | 253.95 | 47,234.7 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 39 | 2,161.2 | 84,286.8 |
| 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 | 46.65 | 6,670.25 | 3,11,167.16 |
| 5 | 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 | 67.8 | 6,326.05 | 4,28,906.19 |
| 6 | 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 | 84 | 370.85 | 31,151.4 |
| 7 | 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 | 20.25 | 8,364.2 | 1,69,375.05 |
| 8 | 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 | 157.5 | 10,185.05 | 16,04,145.38 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 67.5 | 307.95 | 20,786.63 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 504 | 766.55 | 3,86,341.2 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 363 | 608.35 | 2,20,831.05 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 180 | 804.25 | 1,44,765 |
| 13 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 22.5 | 8,683.8 | 1,95,385.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 138 | 6,658.25 | 9,18,838.5 |
| 15 | cum | 189 | 142 | 26,838 | |
| 16 | Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry 100 mm/ 125 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 in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work. | cum | 252 | 8,890.8 | 22,40,481.6 |
| 17 | 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 | 132 | 1,063.45 | 1,40,375.4 |
| 18 | Second class teak wood | cum | 1.2 | 1,31,576.95 | 1,57,892.34 |
| 19 | Second class teak wood | Sqm | 30.24 | 2,998.3 | 90,668.59 |
| 20 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 900 | 197.7 | 1,77,930 |
| 21 | 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 20mm nominal size). | Each | 144 | 194.35 | 27,986.4 |
| 22 | 125x65x2.12 mm | Each | 108 | 48 | 5,184 |
| 23 | 250x16 mm | Each | 24 | 165.9 | 3,981.6 |
| 24 | 250x10 mm | Each | 24 | 74.65 | 1,791.6 |
| 25 | 150x10 mm | Each | 24 | 53.05 | 1,273.2 |
| 26 | 125 mm | Each | 24 | 35.2 | 844.8 |
| 27 | 100 mm | Each | 24 | 28.25 | 678 |
| 28 | 250x10 mm | Each | 12 | 374.35 | 4,492.2 |
| 29 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 120 | 408.25 | 48,990 |
| 30 | 30 mm thick pre laminated PVC door shutters | Sqm | 39 | 2,455.1 | 95,748.9 |
| 31 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 38.88 | 7,249.9 | 2,81,876.11 |
| 32 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 24 | 185.95 | 4,462.8 |
| 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 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 | 132 | 1,107.05 | 1,46,130.6 |
| 34 | Size of Tile 600x600 mm | Sqm | 540 | 1,466.5 | 7,91,910 |
| 35 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 27 | 905.8 | 24,456.6 |
| 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 | 480 | 620 | 2,97,600 |
| 37 | 110 mm | Each | 24 | 119.95 | 2,878.8 |
| 38 | 110 mm | Each | 24 | 110.6 | 2,654.4 |
| 39 | 110x110x110 mm | Each | 24 | 205.45 | 4,930.8 |
| 40 | 110x110x110 mm | Each | 24 | 190.75 | 4,578 |
| 41 | 110 mm bend | Each | 24 | 132 | 3,168 |
| 42 | 110 mm Shoe | Each | 24 | 115.95 | 2,782.8 |
| 43 | 110 mm | Each | 120 | 309.5 | 37,140 |
| 44 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 24 | 47.9 | 1,149.6 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 1605 | 282 | 4,52,610 |
| 46 | 1:3 (1 cement: 3 fine sand) | Sqm | 432 | 374.15 | 1,61,632.8 |
| 47 | New work (three or more coats) | Sqm | 2037 | 32.45 | 66,100.65 |
| 48 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 2037 | 162.55 | 3,31,114.35 |
| 49 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 120 | 55.5 | 6,660 |
| 50 | On steel work | Sqm | 120 | 201.7 | 24,204 |
| 51 | Two or more coats on new work | Sqm | 150 | 131.45 | 19,717.5 |
| 52 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 45 | 932.35 | 41,955.75 |
| 53 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 5,781.35 | 69,376.2 |
| 54 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 12 | 2,275 | 27,300 |
| 55 | 32 mm dia | Each | 12 | 90.95 | 1,091.4 |
| 56 | For 100 mm dia pipe | Each | 60 | 308.45 | 18,507 |
| 57 | Sand cast iron S&S as per IS - 1729 | Each | 24 | 412.95 | 9,910.8 |
| 58 | Sand cast iron S&S as per IS - 1729 | Each | 24 | 513.3 | 12,319.2 |
| 59 | Sand cast iron S&S as per IS - 1729 | Each | 12 | 861.2 | 10,334.4 |
| 60 | 25 mm nominal dia Pipes | Metre | 60 | 370.65 | 22,239 |
| 61 | 32 mm nominal dia Pipes | Metre | 60 | 435.05 | 26,103 |
| 62 | 15 mm nominal bore | Each | 12 | 303.85 | 3,646.2 |
| 63 | 20 mm nominal bore | Each | 12 | 327.95 | 3,935.4 |
| 64 | 25 mm nominal bore | Each | 12 | 532.35 | 6,388.2 |
| 65 | 32 mm nominal bore. | Each | 12 | 589.9 | 7,078.8 |
| 66 | 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. | Litre | 12000 | 9.7 | 1,16,400 |
| 67 | 100 mm nominal dia | Each | 24 | 33.2 | 796.8 |
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details.html
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nit.pdf
NIT
RulesandRegulations-Aug2023.pdf
ATTACHMENT
AddlspecialconditionsforCivilWorks.pdf
ATTACHMENT
structuraldrawings.pdf
ATTACHMENT
GangRestRoomRVNLPlan.pdf
ATTACHMENT
locationdetails.pdf
ATTACHMENT
GCCApr2022withCorrectionSlip1to10.pdf
ATTACHMENT
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