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Tender Value
₹2.8 Cr
EMD Value
₹2.9 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
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.
1) Proposed Improvements to Road surface and standardisation of level crossing fencing in SSE/P.way/SVKS section in ADEN/S/MDU's sub-Division. 2) MDU DIVISION : Improvements to level crossings fencing in SSE/P.Way/SCT section
MDU-W-20-2025-04~SR
MDU-W-20-2025-04
Open
Works - General
6 Months
Madurai, Tamil Nadu
₹0
₹2.9 L
5 Jan 2026
12 Dec 2025
22 Dec 2025
22 items across 3 schedules · ₹17,32,123.45 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 27 | 205.45 | 5,547.15 |
| 2 | 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 | 27 | 7,783.65 | 2,10,158.55 |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal surplus earthwith lead upto 50 metres. | Sqm cm of | 8300 | 180.5 | 14,98,150 |
| 4 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 8300 | 11.6 | 96,280 |
| 5 | On bituminous surface @ 0.25kg/sqm | Sqm | 8300 | 7.9 | 65,570 |
| 6 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer charge. The glow stud shall support a load 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm reflective area up each side. The luminance intensity should be as per the specification shall be tested as described in ASTM I: 809 recommended in BS: 873 part 4 : 1973. studs shall be fixed to the Road surface using adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. | Each in of of and as The the | 250 | 175.5 | 43,875 |
| 7 | 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum by | 620 | 7,756.4 | 48,08,968 |
| 8 | 25 mm compacted thickness with bitumen grade VG-30 @ 5% (percentage by weight total mix) and lime filler @ 2% (percentage weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | of Sqm of by | 8300 | 249.4 | 20,70,020 |
| 9 | 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 road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm on as | 150 | 623.8 | 93,570 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying uniform layers with mechanical paverfinisher sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to tonne capacity to achievethe desired density, complete as per specifications and directions Engineer-in-Charge. | cum to in in 10 of | 650 | 2,803.65 | 18,22,372.5 |
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