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Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
4 Sept 2026, 2:00 pm
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 works/Transportation.
31 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.
ADEN/ Central Sub-Division:- Proposed raising of existing low level Platform No1 to highlevel platform at Vadippatti and Madurai East Stations.
MDU-W-12-2026-07~SR
MDU-W-12-2026-07
Open
Works - General
4 Months
Madurai, Tamil Nadu
₹0
₹3.7 L
13 Aug 2026
13 Aug 2026
21 Aug 2026
77 items across 5 schedules · ₹1,74,61,441.65 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CARRIAGE OF MATERIALS | — | — | — | — | |
| By Mechanical Transport including loading,unloading and stacking | — | — | — | — | |
| Earth | — | — | — | — | |
| 1 | Beyond 5 km upto 10 km per km | cum- km | 2374 | 19.35 | 45,936.9 |
| 2 | Beyond 10 km upto 20 km per km | cum- km | 2374 | 15.78 | 37,461.72 |
| 3 | Beyond 20 km per addl. km | cum- km | 114720 | 12.73 | 14,60,385.6 |
| EARTH WORK | — | — | — | — | |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 2374 | 368.65 | 8,75,175.1 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| PRE-CAST RCC | — | — | — | — | |
| 5 | 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 | 130.27 | 9,673.5 | 12,60,166.85 |
| MASONRY WORK | — | — | — | — | |
| Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: | — | — | — | — | |
| 6 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 191.92 | 5,746.8 | 11,02,925.86 |
| FLOORING | — | — | — | — | |
| TILE FLOORING | — | — | — | — | |
| Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). | — | — | — | — | |
| 7 | Dark shade pigment using ordinary cement | Sqm | 1463 | 983.95 | 14,39,518.85 |
| FINISHING | — | — | — | — | |
| CEMENT PLASTER (IN FINE SAND) | — | — | — | — | |
| 12 mm cement plaster of mix : | — | — | — | — | |
| 8 | 1:6 (1 cement: 6 fine sand) | Sqm | 193 | 282 | 54,426 |
| Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : | — | — | — | — | |
| 9 | Two or more coats on new work | Sqm | 819 | 137.85 | 1,12,899.15 |
| 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. | — | — | — | — | |
| 10 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 255.53 | 2,007.1 | 5,12,874.26 |
| 11 | Demolishing R.C.C. 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 | 77.42 | 2,928.1 | 2,26,693.5 |
| 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. | — | — | — | — | |
| 12 | In cement mortar | cum | 339.2 | 1,698.45 | 5,76,114.24 |
| ROAD WORK | — | — | — | — | |
| ROADS | — | — | — | — | |
| 13 | 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 | 3874 | 20.55 | 79,610.7 |
| CONCRETE PAVEMENTS | — | — | — | — | |
| 14 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre- moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 838 | 4.7 | 3,938.6 |
| MISCELLANEOUS | — | — | — | — | |
| 15 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 98 | 623.8 | 61,132.4 |
| 16 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately).(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 514.21 | 8,277.55 | 42,56,398.99 |
| 17 | Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C. pavement. | cum | 643 | -191.1 | -1,22,877.3 |
| 18 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 293 | 1,719 | 5,03,667 |
| WATER SUPPLY | — | — | — | — | |
| C.P.V.C. PIPES | — | — | — | — | |
| Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.- External work | — | — | — | — | |
| 19 | 25 mm dia nominal bore | Metre | 75 | 417.95 | 31,346.25 |
| 20 | 50 mm dia nominal bore | Metre | 500 | 654.2 | 3,27,100 |
| BRASS FITTINGS | — | — | — | — | |
| Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | — | — | — | — | |
| 21 | 50 mm nominal bore | Each | 20 | 878.25 | 17,565 |
| Schedule total | ₹1,28,62,459.67 | ||||
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GCCApril2022withcorrectionSlip1to11_compressed.pdf GCC April 2022 and corrn slip 1to11
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RulesandRegulationsAug23.pdf
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SRcivilworkspecialtechnicalconditons-alt-1.pdf
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