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Tender Value
₹90.2 L
EMD Value
₹1.8 L
Closing Date
24 Jun 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 Naure 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/Central/MDU - Madurai Division -Improvements to Railway Stadium at Arasaradi, Madurai
MDU-W-07-2026-09
MDU-W-07-2026-09
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹1.8 L
24 Jun 2026
2 Jun 2026
10 Jun 2026
87 items across 2 schedules · ₹1,45,597.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 131.8 | 177.5 | 23,394.5 |
| 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 | 910 | 196 | 1,78,360 |
| 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 | 30.5 | 7,878.5 | 2,40,294.25 |
| 4 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 8 | 7,294.7 | 58,357.6 |
| 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 | 3 | 7,178.75 | 21,536.25 |
| 6 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 10 | 10,105.1 | 1,01,051 |
| 7 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). | cum | 20 | 17,889.25 | 3,57,785 |
| 8 | 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 | 12 | 495.75 | 5,949 |
| 9 | cum | 2 | 8,424.6 | 16,849.2 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 45 | 392.15 | 17,646.75 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 20 | 842.5 | 16,850 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 40 | 927.25 | 37,090 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 60 | 961.3 | 57,678 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 | 2 | 10,585.9 | 21,171.8 |
| 16 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 29 | 9,504.75 | 2,75,637.75 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 13 | 9,860.4 | 1,28,185.2 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 26.6 | 7,132.25 | 1,89,717.85 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 6 | 9,344.35 | 56,066.1 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 30 | 9,105.95 | 2,73,178.5 |
| 21 | 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 | 140 | 1,267.95 | 1,77,513 |
| 22 | Kiln seasoned and chemically treated hollock wood | cum | .15 | 83,378.05 | 12,506.71 |
| 23 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 3 | 2,600.45 | 7,801.35 |
| 24 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 6.3 | 3,473.85 | 21,885.26 |
| 25 | 100x60x2.50 mm | Each | 9 | 106.35 | 957.15 |
| 26 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 10 | 1,124.85 | 11,248.5 |
| 27 | 100x75x4 mm | Each | 33 | 115.4 | 3,808.2 |
| 28 | 200x10 mm | Each | 13 | 99.7 | 1,296.1 |
| 29 | 150x10 mm | Each | 6 | 82.55 | 495.3 |
| 30 | 125 mm | Each | 13 | 66.25 | 861.25 |
| 31 | 100 mm | Each | 6 | 59.55 | 357.3 |
| 32 | Single rubber stopper | Each | 10 | 39.6 | 396 |
| 33 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc.complete. | Each | 8 | 868.95 | 6,951.6 |
| 34 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 30 | 573.45 | 17,203.5 |
| 35 | Non decorative finish (matt finish) | Sqm | 10 | 3,997.45 | 39,974.5 |
| 36 | Using R3 series with frame (55mm & above ) x (45mm & above) & mullion (55mm & above) x (65mm & above). (Height upto 2.5 meter) | Sqm | 5 | 7,827.75 | 39,138.75 |
| 37 | Using R2 series with frame (39mm & above) x (39mm & above) & sash (39mm & above) x (60mm & above) & mullion (39mm & above) x (60mm & above). (Height upto 1.2 meter). | Sqm | 5 | 13,078.7 | 65,393.5 |
| 38 | Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 meter). | Sqm | 1 | 11,903.75 | 11,903.75 |
| 39 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 200 | 117.35 | 23,470 |
| 40 | Hot finished welded type tubes | Kg | 100 | 194.4 | 19,440 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 410 | 172.6 | 70,766 |
| 42 | M.S. tube | Kg | 240 | 196.8 | 47,232 |
| 43 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 40 | 978.45 | 39,138 |
| 44 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 10 | 1,330 | 13,300 |
| 45 | Size of Tile 600x600 mm | Sqm | 40 | 1,623.05 | 64,922 |
| 46 | 110 mm diameter | Metre | 30 | 377.4 | 11,322 |
| 47 | Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx. 15 % perforated area with perforation size and pattern as approved by the Engineer-in-charge and as per manufacturer's specification, with all 4 side tapered and backed by acoustical tissue with NRC value not less than 0.60 | Sqm | 100 | 1,744.15 | 1,74,415 |
| 48 | 1:6 (1 cement: 6 fine sand) | Sqm | 350 | 333.35 | 1,16,672.5 |
| 49 | 1:6 (1 cement: 6 fine sand) | Sqm | 160 | 450 | 72,000 |
| 50 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 46 | 537.45 | 24,722.7 |
| 51 | 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 | 580 | 160.6 | 93,148 |
| 52 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 500 | 67.4 | 33,700 |
| 53 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 800 | 19.75 | 15,800 |
| 54 | One or more coats on old work | Sqm | 500 | 96 | 48,000 |
| 55 | In cement mortar | cum | 12 | 2,060.2 | 24,722.4 |
| 56 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 250 | 266.45 | 66,612.5 |
| 57 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | cum | 890 | 24.85 | 22,116.5 |
| 58 | 63 mm to 45 mm size stone aggregate | cum | 2 | 1,636.05 | 3,272.1 |
| 59 | 53 mm to 22.4 mm size stone aggregate | cum | 2 | 1,842.3 | 3,684.6 |
| 60 | Red bajri | cum | 197.5 | 1,564.9 | 3,09,067.75 |
| 61 | Good earth | cum | 692.5 | 775.5 | 5,37,033.75 |
| 62 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 537 | 53.45 | 28,702.65 |
| 63 | With G.I. barbed wire | Metre | 2000 | 22.1 | 44,200 |
| 64 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | Kg | 5000 | 125.75 | 6,28,750 |
| 65 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 100 | 972 | 97,200 |
| 66 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 38 | 10,117.6 | 3,84,468.8 |
| 67 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade | Sqm | 600 | 1,067.1 | 6,40,260 |
| 68 | Providing and placing in position 100 mm thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | .5 | 3,081.95 | 1,540.98 |
| 69 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 70 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 2 | 6,515.55 | 13,031.1 |
| 71 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 6,258.75 | 18,776.25 |
| 72 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 2 | 2,226.35 | 4,452.7 |
| 73 | Rectangular shape 453x357 mm | Each | 2 | 1,361.8 | 2,723.6 |
| 74 | PN - 10 Pipe, 75 mm OD (SDR-11) | Metre | 300 | 696.75 | 2,09,025 |
| 75 | 25 mm nominal dia Pipes | Metre | 325 | 401.55 | 1,30,503.75 |
| 76 | 40 mm nominal dia Pipes | Metre | 300 | 702.95 | 2,10,885 |
| 77 | 50 mm nominal dia Pipes | Metre | 50 | 934.15 | 46,707.5 |
| 78 | 20 mm nominal dia Pipes | Metre | 40 | 537.6 | 21,504 |
| 79 | 25 mm nominal bore | Each | 25 | 622.4 | 15,560 |
| 80 | 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 | 3000 | 11 | 33,000 |
| 81 | 250 mm dia. R.C.C. pipe | Metre | 60 | 899.8 | 53,988 |
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