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Tender Value
₹7.5 Cr
EMD Value
₹15.0 L
Closing Date
2 Sept 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
SR.DEN/S
15 conditions · 2 needing a document upload
10.2. Financial Eligibility Criteria: The tenderer must have minimum average annual contractual turnover 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.
10. Eligibility Criteria: 10.1 Technical Eligibility Criteria: (a) 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. (b) (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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 each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre- defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfilment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows:The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway.
In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organisation, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Defination of Similar Work :- "Any Type of civil work viz. building and structures work, pipe lines, underground and overhead tanks, foundation treatment works in any Railway embankment/cutting, any earth work, cover over platform, bore wells, level crossing works including lifting barriers, cement concrete apron works."
21 conditions · 3 needing a document upload
As per official Gazette Notification from "The Institute of Chartered Accountants of India( ICAI) (Set up by an Act of Parliament) dated 02/08/2019,Unique Document Identification Number (UDIN) has been made mandatory from 1st July, 2019 for all Audit/Assurance/Attest function.(Official Gazette Notification attached below).'ICAI has conceptualised and implemented an innovative concept called Unique Document Identification Number (UDIN). ICAI at its 379th Council Meeting held on 17th - 18th December, 2018 made generation of UDIN mandatory for every signature of Full time Practising Chartered Accountants in phased manner for the following services: 1) All Certificates with effect from 1st February, 2019 2) GST and Income Tax Audit with effect from 1st April, 2019 3) All Audit and Assurance Functions with effect from 1st July, 2019 Therefore, UDIN is being made mandatory for all Audit and Assurance Functions like Documents and Reports certified / issued by full time Practising Chartered Accountants from 1st July, 2019'.Any document verified by CA but not having UDIN No. (Wherever applicable) shall not be considered.
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.
The work shall be maintained after completion for a period of 24 Months by the contractor and he shall make good any defects, imperfection shrinkages or faults which may appear at his own cost.
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.
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be only exempted from payment of Bid Security. Labor Cooperative Societies shall submit only 50% of above Bid Security.
Tenderers are abiding by the General Conditions of Contract (GCC) April-2022 & any statutory modification thereof and also abide to carry out the work accordingly.
Tenderers are requested to visit the web site https//www.ireps.gov.in frequently till the closing date and time for any update.
Tenderer should have to upload only exact & specific, clear and readable documents, irrelevant documents should not be uploaded, and documents uploaded once should not be repeated
Proposal for SUR Amrit station soft upgradation work by developing Circulating & parking area, COPs, canopy, entry gate, drainage improvement, landscaping and S&T & Electrical installations as per approved Master plan.
28-2026-SrDENS~CR
28-2026-SrDENS
Open
Works - General
12 Months
Solapur, Maharashtra
₹0
₹15.0 L
6 Aug 2026
6 Aug 2026
19 Aug 2026
48 items across 1 schedule · ₹6,94,13,485.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1400 | 177.5 | 2,48,500 |
| 2 | Ordinary rock | cum | 345 | 498.9 | 1,72,120.5 |
| 3 | Hard rock (blasting prohibited) | cum | 380 | 1,432.95 | 5,44,521 |
| 4 | 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 | 330 | 8,340.85 | 27,52,480.5 |
| 5 | 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 | 28 | 7,878.5 | 2,20,598 |
| 6 | Foundations, footings, bases for columns | Sqm | 115 | 392.15 | 45,097.25 |
| 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 50 kg cement used | 290 | 18.15 | 5,263.5 |
| 8 | 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 | 45 | 9,045.75 | 4,07,058.75 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1232 | 392.15 | 4,83,128.8 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 350 | 736.4 | 2,57,740 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 185 | 961.3 | 1,77,840.5 |
| 12 | Arches, domes, vaults up to 6 m span | Sqm | 420 | 2,154.35 | 9,04,827 |
| 13 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 450 | 384.3 | 1,72,935 |
| 14 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels not exceeding 1.5m clear span up to floor five level, including the cost of required centering, shuttering but , excluding the 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 | 20 | 14,325.95 | 2,86,519 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 52500 | 107.85 | 56,62,125 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 74263.16 | — | 107.85 | 80,09,281.81 |
| 17 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 205 | 9,504.75 | 19,48,473.75 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 115 | 9,655.7 | 11,10,405.5 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 230 | 10,011.35 | 23,02,610.5 |
| 20 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 145 | 733.5 | 1,06,357.5 |
| 21 | 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 | 9330 | 117.35 | 10,94,875.5 |
| 22 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 62700 | 133.7 | 83,82,990 |
| 23 | Hot finished welded type tubes | Kg | 90930 | 194.4 | 1,76,76,792 |
| 24 | Providing and fixing bolts including nuts and washers complete. | Kg | 2600 | 159.35 | 4,14,310 |
| 25 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 1975 | 738.65 | 14,58,833.75 |
| 26 | Ridges plain (500 - 600mm) | Metre | 219 | 532.35 | 1,16,584.65 |
| 27 | 1:4 (1 cement: 4 fine sand) | Sqm | 930 | 399.45 | 3,71,488.5 |
| 28 | On concrete work | Sqm | 1400 | 235.15 | 3,29,210 |
| 29 | Two or more coats on new work | Sqm | 5810 | 146.8 | 8,52,908 |
| 30 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 475 | 2,434.25 | 11,56,268.75 |
| 31 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer- in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 200 | 263.95 | 52,790 |
| 32 | 90 mm to 45 mm size stone aggregate | cum | 300 | 2,098.4 | 6,29,520 |
| 33 | Moorum | cum | 533.33 | 768.25 | 4,09,730.77 |
| 34 | Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer | cum | 500 | 11,098.45 | 55,49,225 |
| 35 | With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 300 | 2,924.85 | 8,77,455 |
| 36 | 50 mm dia nominal bore | Metre | 1160 | 762.15 | 8,84,094 |
| 37 | 80 mm dia nominal bore | Metre | 1400 | 1,041.7 | 14,58,380 |
| 38 | 80 mm nominal bore | Each | 14 | 2,604.55 | 36,463.7 |
| 39 | 150 mm dia pipe | Metre | 465 | 2,037 | 9,47,205 |
| 40 | 100 mm dia | Each | 5 | 8,893 | 44,465 |
| 41 | 100 mm dia nominal bore | Each | 7 | 5,468.35 | 38,278.45 |
| 42 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature for water proofing treatment to the RCC structures like basement raft, foundation slab, sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry-shake shall be capable of self- healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. | Sqm | 650 | 309.6 | 2,01,240 |
| 43 | 300 mm dia | Metre | 22 | 707.75 | 15,570.5 |
| 44 | 300 mm dia | Metre | 185 | 1,695.1 | 3,13,593.5 |
| 45 | 300 mm dia | Metre | 23 | 1,870.6 | 43,023.8 |
| 46 | 200 mm nominal size dia | Metre | 160 | 1,113.35 | 1,78,136 |
| 47 | 200 mm nominal size dia | Metre | 35 | 1,255.7 | 43,949.5 |
| 48 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 9 | 2,024.5 | 18,220.5 |
| Schedule total | ₹6,94,13,485.73 | ||||
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GCC-2022-ACS102_compressed.pdf
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GCCACS11_compressed.pdf
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RevisedGSTcirculardtd.05.07.2022.pdf
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06-PCEcircular207.pdf
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07-PCEcir208.pdf
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Comprehisnsiveprocedureorderforworksitesafety_compressed.pdf Safety rules at work site
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AnnexureVIB.pdf
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08-CECircularno190.pdf
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scopeofworkamritbharatsur.pdf
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SpecialConditions.pdf
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