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Tender Value
₹43.8 Cr
EMD Value
₹87.6 L
Closing Date
28 Apr 2026, 3:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual Turnover of V/N or 'V' whichever 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.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i)Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii)One similar work costing not less than the amount equal to 60% of advertised value of the tender. The similar nature of work as mentioned above means that the work of "Bridge work involving Construction of bridge with steel or composite girder"
48 conditions · 7 needing a document upload
Scanned copy of List of Machinery, Tools, Plants & Staff to be Deployed on this work (As per Pro forma - O & N respectively)
Documents to be attached in Electronic Mode
Scanned copy/copies of proof(s) of Technical Eligibility Criteria as mentioned in Standard Technical Criteria
Scanned copy/copies of proof(s) of Financial Eligibility Criteria as mentioned in Standard Financial Criteria
Scanned copy of Statement of Completed Works in the Last Three Financial Years
Required documents in case of Proprietary Firm / Concern OR Partnership Firm OR Limited Company OR Joint Venture Firm as mentioned in Commercial Compliance (If Applicable and whichever is applicable)
Scanned copy of Test report of ballast and / or any other items (If Applicable) - For tenders consisting the item of ballast supply or any other item where test report is required to be submitted
Uploading of Mandatory Certificate as per Annexure V & V(A) .
Certificate to prove the Financial Eligibility as given in Financial Eligibility Criteria. Any one of the following certificates will be accepted:
Copy of certificate from the employer / client
Audited balance sheet/Income Tax Returns certified by the Chartered Accountant for qualifying period. ( For the duration of qualifying period for which the balance sheet is not audited i.e., for pervious / current financial year, a certificate issued by Chartered Accountant indicating explicitly contract receipts details of various organizations (Name of organization, Agreement wise receipts etc.,) is to be enclosed along with the tender documents. The tenderers may note that CA's certificate alone without copies of Audited Balance sheets/Income Tax Returns will not be considered for evaluation).
Affidavit / Certificate in case of Proprietary Firm / Concern Next
Details of Partnership Deed (If applicable):
Copy of Current Partnership Deed (If applicable)
Copy of Registration Certificate for the current partnership deed in the prescribed form issued by the registrar of firms for the changes in the constitution of the partnership deed, if any (If applicable)
Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If applicable)
Details of Limited Company (If Applicable):
Copy of Memorandum of Association and Articles of Association of the Company (If applicable)
Copy of incorporation certificate of the Company (If Applicable)
Copy of certificate issued by Registrar of Companies in regard of change of name, if any (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Copies of complete documents establishing the Merger / De- Merger / conversion / Taking over / acquisition / Sale etc. of the Limited Company (If Applicable)
Copies of those Partnership / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credentials are submitted, mentioning the share of the limited company OR Copies of the experience certificates issued to the limited company mentioning the share of interest in that partnership/Joint venture(s) Deeds (If Applicable)
Details of Joint Venture Firm (If Applicable):
Copy of the Memorandum of Understanding of Joint Venture Firm (Joint Venture Agreement) as per Pro forma on a non-judicial stamp paper of appropriate value as per the stamp duty Act (If applicable)
Consent of all partners of the Partnership Firm to enter into the Joint Venture Agreement on a stamp paper of an appropriate value in original in case of Partnership Firm as a Partner of JV OR Copy of Board of Directors resolution certified by Company Secretary / Auditor / Competent Authority consenting agreeing for entering into Joint Venture Agreement in case of limited companies (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarized as per the prevailing law) (If Applicable)
In case of members belonging to sole proprietary concern / firm partnership Firms / Limited Companies, additional documents, as applicable for these entities and as indicated in the tender document, should also be furnished (If Applicable)
Copies of those Partnership(s) / Joint Venture(s) Deeds covering the period from the date of commencement to the date of completion of the work for which credential / experience certificate is submitted, as the case may be, mentioning the share of the said member in the Joint Venture / Partnership should be submitted along with tender OR The copies of the experience certificate issued for the said member, the Joint Venture firm mentioning the share of interest in that Partnership / Joint Venture(s) Deeds (If Applicable)
Details of HUF / Society or any other type of organization / firm (If Applicable):
Documents in support of formation and registration (If Applicable)
Working instructions of the organization (If Applicable)
Copy of General Power of Attorney / Original Special Power of Attorney (duly registered / notarised as per the prevailing law) (If Applicable)
Test report of ballast and / or any other items (If Applicable)
Any other document considered necessary for evaluation of the offer (If Applicable)
Detail of Bank and PAN(Mandate Form Annexure S)
Status of firm (Annexure A)
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.
Details of all civil engineering works executed during last 7 years (Annexure-D)
Mandatory list of items/Documents as per Annexure -F
Bid capacity as per Annexure H, I & J of tender document
Construction of 2 Lane ROB 373 ( 1 x 36 m Composite girder at Ch. 125451.48 M) on (SH 38) Mangod - Amjhera road on open foundation including approaches using PSC Girder on Viaduct , RE wall panels, earthwork, Roadwork & other Misc works in connection with New BG Line project between Dahod- Indore of Ratlam Division of Western Railway
IND-DINL-DyCE-C-II-138
IND-DINL-DyCE-C-II-138
Open
Works - General
15 Months
Unknown (Unspecified Location)
₹0
₹87.6 L
28 Apr 2026
3 Apr 2026
14 Apr 2026
73 items across 6 schedules · ₹55,44,91,962.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 4050 | 260.3 | 10,54,215 |
| 2 | 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 | 1080 | 7,878.5 | 85,08,780 |
| 3 | 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 | 1944 | 9,045.75 | 1,75,84,938 |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2160 | 392.15 | 8,47,044 |
| 5 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 14400 | 842.5 | 1,21,32,000 |
| 6 | 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 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 19800 | 218.9 | 43,34,220 |
| 7 | 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 | 5940 | 24.85 | 1,47,609 |
| 8 | 63 mm to 45 mm size stone aggregate | cum | 2430 | 1,636.05 | 39,75,601.5 |
| 9 | 53 mm to 22.4 mm size stone aggregate | cum | 2430 | 1,842.3 | 44,76,789 |
| 10 | Stone screening 11.2 mm nominal size (Type B) | cum | 2700 | 2,247.75 | 60,68,925 |
| 11 | Good earth | cum | 18000 | 775.5 | 1,39,59,000 |
| 12 | Moorum | cum | 10800 | 768.25 | 82,97,100 |
| 13 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 5130 | 1,046.95 | 53,70,853.5 |
| 14 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 2992 | 60.5 | 1,81,016 |
| 15 | 25 mm thick | Sqm | 6600 | 854.15 | 56,37,390 |
| 16 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 2025 | 7,993.8 | 1,61,87,445 |
| 17 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 2700 | 11,098.45 | 2,99,65,815 |
| 18 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | Litre | 49140 | 55.5 | 27,27,270 |
| 19 | Providing and fixing 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 | 7168 | 5.3 | 37,990.4 |
| 20 | 50 to 100 mm average compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 420 | 11,129.55 | 46,74,411 |
| 21 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 338 | 12,126.2 | 40,98,655.6 |
| 22 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 943 | 2,924.85 | 27,58,133.55 |
| 23 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 4380 | 2,914.3 | 1,27,64,634 |
| 24 | Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer- in- charge. | cum | 495 | 4,148.65 | 20,53,581.75 |
| 25 | Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in- Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in- Charge.. | Metre | 4800 | 3,439.5 | 1,65,09,600 |
| Schedule total | ₹18,43,53,017.3 | ||||
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