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Tender Value
₹59.4 L
EMD Value
₹1.2 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 works except Track work and transportations.
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.
Augmentation of C & W store facility for Vande Bharat coach maintenance at Tirunelveli
MDU-W-09-2026-04
MDU-W-09-2026-04
Open
Works - General
4 Months
Madurai, Tamil Nadu
₹0
₹1.2 L
6 Jul 2026
11 Jun 2026
22 Jun 2026
100 items across 3 schedules · ₹58,41,971.94 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 347 | 205.45 | 71,291.15 |
| 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 | 280 | 253.95 | 71,106 |
| 3 | All kinds of soil | cum | 78 | 104.5 | 8,151 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 81 | 2,161.2 | 1,75,057.2 |
| 5 | 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 | 27.3 | 6,670.25 | 1,82,097.83 |
| 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 | 16.5 | 452.25 | 7,462.13 |
| 7 | 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 cement of 50kg | 4.3 | 57.15 | 245.75 |
| 8 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 16.5 | 113.85 | 1,878.53 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 494 | 307.95 | 1,52,127.3 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 187 | 766.55 | 1,43,344.85 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 351 | 608.35 | 2,13,530.85 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 211 | 804.25 | 1,69,696.75 |
| 13 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 814.95 | 16,299 |
| 14 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 133 | 319.25 | 42,460.25 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 63.4 | 8,683.8 | 5,50,552.92 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 46.2 | 10,306.2 | 4,76,146.44 |
| 17 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 13 | 6,658.25 | 86,557.25 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 79.4 | 8,288.35 | 6,58,094.99 |
| 19 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 16.5 | 837.85 | 13,824.53 |
| 20 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 16.5 | 12.6 | 207.9 |
| 21 | Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry. | Sqm | 16.5 | 86.45 | 1,426.43 |
| 22 | 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 | 51 | 1,063.45 | 54,235.95 |
| 23 | Second class teak wood | cum | .8 | 1,31,576.95 | 1,05,261.56 |
| 24 | 35 mm thick | Sqm | 9.9 | 4,458.4 | 44,138.16 |
| 25 | 5.0 mm thick (weight not less than 12.50 kg per sqm) instead of 4 mm thick. (weight not less than 10 kg per sqm) | Sqm | 9.2 | 275.6 | 2,535.52 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5.2 | 3,086.1 | 16,047.72 |
| 27 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 5.2 | 401.4 | 2,087.28 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 587 | 197.7 | 1,16,049.9 |
| 29 | 100x58x1.90 mm | Each | 66 | 40.6 | 2,679.6 |
| 30 | 250x16 mm | Each | 25 | 165.9 | 4,147.5 |
| 31 | 200x10 mm | Each | 3 | 61.05 | 183.15 |
| 32 | 100x10 mm | Each | 22 | 39.1 | 860.2 |
| 33 | 125 mm | Each | 6 | 35.2 | 211.2 |
| 34 | 100 mm | Each | 22 | 28.25 | 621.5 |
| 35 | 115 mm | Each | 22 | 26 | 572 |
| 36 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 3 | 723.8 | 2,171.4 |
| 37 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 3 | 109.6 | 328.8 |
| 38 | 75x63x4 mm | Each | 6 | 79.05 | 474.3 |
| 39 | 250x16 mm | Each | 4 | 234.9 | 939.6 |
| 40 | 150x10 mm | Each | 2 | 75.55 | 151.1 |
| 41 | 125 mm | Each | 6 | 60.05 | 360.3 |
| 42 | 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 | 10 | 408.25 | 4,082.5 |
| 43 | 30 mm thick pre laminated PVC door shutters | Sqm | 3.4 | 2,455.1 | 8,347.34 |
| 44 | 80x1.25 mm M.S. laths with 1.25 mm thick top cover | Sqm | 9 | 3,008.8 | 27,079.2 |
| 45 | Providing and fixing ball bearing for rolling shutters. | Each | 1 | 424.2 | 424.2 |
| 46 | 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 | 10 | 185.95 | 1,859.5 |
| 47 | 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 133 | 928.65 | 1,23,510.45 |
| 48 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 3 | 7,958.65 | 23,875.95 |
| 49 | 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 | 11 | 935.6 | 10,291.6 |
| 50 | Size of Tile 600x600 mm | Sqm | 20 | 1,416.65 | 28,333 |
| 51 | 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 | 167 | 620 | 1,03,540 |
| 52 | 110 mm diameter | Metre | 30 | 319.75 | 9,592.5 |
| 53 | 110 mm | Each | 8 | 119.95 | 959.6 |
| 54 | 110 mm bend | Each | 8 | 132 | 1,056 |
| 55 | 110 mm | Each | 32 | 309.5 | 9,904 |
| 56 | 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 | 8 | 47.9 | 383.2 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 16 | 339.7 | 5,435.2 |
| 58 | 1:6 (1 cement: 6 coarse sand) | Sqm | 468 | 294.35 | 1,37,755.8 |
| 59 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand). | Sqm | 282 | 442.75 | 1,24,855.5 |
| 60 | 1:3 (1 cement : 3 fine sand) | Sqm | 180 | 253.05 | 45,549 |
| 61 | New work (three or more coats) | Sqm | 180 | 32.45 | 5,841 |
| 62 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 305 | 162.55 | 49,577.75 |
| 63 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 491 | 97.6 | 47,921.6 |
| 64 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 23 | 140.05 | 3,221.15 |
| 65 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 9.5 | 55.5 | 527.25 |
| 66 | Two or more coats on new work | Sqm | 9.5 | 131.45 | 1,248.78 |
| 67 | Two or more coats on new works including a coat of wood filler | Sqm | 53 | 368.3 | 19,519.9 |
| 68 | Moorum | cum | 18 | 888.3 | 15,989.4 |
| 69 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 70 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 2 | 1,679.6 | 3,359.2 |
| 71 | Providing and fixing 600x450 mm beveled 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 | 2 | 1,411.15 | 2,822.3 |
| 72 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 10 | 1,077.4 | 10,774 |
| 73 | 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 | 2 | 600.35 | 1,200.7 |
| 74 | 25 mm dia nominal bore | Metre | 20 | 491.2 | 9,824 |
| 75 | 50 mm dia nominal bore | Metre | 40 | 893.2 | 35,728 |
| 76 | 20 mm dia nominal bore | Metre | 30 | 541.1 | 16,233 |
| 77 | 50 mm dia nominal bore | Metre | 50 | 654.2 | 32,710 |
| 78 | 15 mm nominal bore | Each | 4 | 303.85 | 1,215.4 |
| 79 | 50 mm nominal bore | Each | 2 | 878.25 | 1,756.5 |
| 80 | 20 mm nominal bore | Each | 6 | 397.45 | 2,384.7 |
| 81 | 20 mm nominal bore | Each | 4 | 289.05 | 1,156.2 |
| 82 | 25 mm nominal bore | Each | 4 | 369.35 | 1,477.4 |
| 83 | 50 mm nominal bore | Each | 2 | 706.7 | 1,413.4 |
| 84 | 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 | 5000 | 9.7 | 48,500 |
| 85 | 125 mm nominal dia with 25 mm waste hole | Each | 4 | 45.25 | 181 |
| 86 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 7,308.15 | 14,616.3 |
| Schedule total | ₹44,03,211.96 | ||||
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