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Tender Value
₹70.1 Cr
EMD Value
₹36.6 L
Closing Date
2 Apr 2026, 12:00 pmClosed
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
TENDER
14 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-B of Chapter-7 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet, otherwise the offer is liable for rejection.
(a)The tenderer must have successfully completed or substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender.(b)(1) In case of 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 of the following 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 GCC or through subcontractor fulfilling the requirements as per clause 7 of the Standard GCC 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 GCC, with prior approval of Chief Engineer in writing.(Refer Item 10.1 of Chapter-2 of Annexed Document)
Defination of Similar Work :- Any civil Engineering work comprising of slope stabilization by wire rope net, wire mesh and rock fall barrier with early warning system on slopes in highways/ Railways .
63 conditions · 9 needing a document upload
All Optional documents to be submitted before signing of Contract Agreement/or at the time of submission of Bid.
List of documents which are to be submitted by the tenderer along with their offer failing which the tender shall be summarily rejected.
If Bid Security is submitted through mode of Bank Guarantee then submission of scanned copy of the Bank Guarantee towards Bid Security of the bid on e-tendering portal (IREPS) and original of above Bank Guarantee before closing date of submission of bids (i.e. excluding the last date of submission of bids) as per Para-5 of Instructions to Tenderers (ITT) in Chapter- 2 and Para-6, Annexure-I in Chapter-2 of Annexed Document.
Technical Eligibility Criteria as per Para 10.1 & Para 17.15.1 of Chapter-2
Financial Eligibility Criteria as per Para 10.2 & 17.15.2 of Chapter-2 along with Certificate issued from Chartered Accountant.
Bid Capacity as per Para 10.3 & 17.15.3 duly filled up Annexure- G, Chapter-7 of Annexed Document.
Certificate as per the proforma enclosed vide Annexure-A and an additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 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 as per Annexure-A1 vide Chapter-7 of the Annexed Document.
Power of attorney duly notarized and in in favour of a single individual should be submitted. As per Para 14,15, 17 & 18 of SGCC.
List of important documents which are to be submitted by the tenderer along with their offer.
Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Certificates regarding contractual payments received, along with duly filled up Annexure-B, Chapter-7 of Annexed Document, to this effect which may be an attested Certificate from the concerned department/client or Audited Balance Sheet duly certified by the Chartered Accountant duly supported by Audited Balance Sheet.
List of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document.
List of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure- E, Chapter-7 of the Annexed Document.
Details of works completed/substantially completed during previous 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document.
All documents reflected as Mandatory in the Commercial Compliance are to be submitted other wise the offer is liable to be rejected.
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.
Please submit the Certificate of familiarization to the work site as per Chapter-6 of the Annexed Document.
Please submit copy of Certificate as per the proforma enclosed vide Annexure-A, Chapter-7 of the Annexed Document. An additional certificate in case of other than Company/Proprietary firm, Annexure-A-1 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 Certificates by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self attested by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Please submit details of the constitution of Firm i.e. Proprietary Firm/Partnership Fm/HUF/JV/Company Registered under Companies Act-2013/Limited Liability Partnership/Registered Society & Registered Trust etc along with signed Annexure-C, Chapter-7 of the Annexed Document.And also submit the following mandatory supporting documents such as copies of Partnership Deed, Power of Attorney, Memorandum of Articles, Articles of Association, Authorisation, Certificate of Incorporation, Certificate of Registration, Deed of Formation, Memorandum of Understanding, JV Agreement etc as applicable under Para 14, 15, 17 & 18 of Annexure-I, Chapter-2 of Annexed Document. Important Note:-(a)The Power of Attorney duly Notarized shall be submitted even if such specific person is authorized for above purpose through Partnership Deed/Memorandum of Understanding/Article of Association or such other document. (b) In case one or more of the members of JV is/are partnership firm(s)/Proprietary Firm/HUF/Companies/LLP Firm(s)/Society(s)/Trust(s), the required documents of each individual member of JV shall be submitted along with the documents to be submitted on behalf of the JV. (c) Non- submission of above documents (except PAN Card & Undertaking regarding not blacklisted/debarred from participation of tenders/contracts) or submission of incomplete documents shall lead to summarily rejection of the offer.
Please submit copy of the PAN Card.
Please submit list of Plant & Machinery available on hand and proposed to be inducted and hired for the tendered work as per the format vide Annexure-D, Chapter-7 of Annexed Document. Non-compliance with this condition liable to result in the tender being rejected.
Please submit list of personnel/organization on hand and proposed to be engaged for the tendered work as per the format vide Annexure-E, Chapter-7 of the Annexed Document. Non- compliance with this condition liable to result in the tender being rejected.
Please submit details of works successfully completed or substantially completed during last 07 years ending last day of month previous to the one in which tender has been invited as per the format vide Annexure-F, Chapter-7 of the Annexed Document. Non-compliance with this condition is liable to result in the tender being rejected.
The tenderer(s) are required to upload the information as per Annexure-G of Chapter-7, Annexed Document duly signed by the tenderer(s) and verified by Chartered Accountant since the information is required to evaluate the bid capacity of the tenderer(s) for tenders valuing more than Rs. 20 Cr. However, the tenderer(s) may submit any additional information, if they desire so. In case, the tenderer(s) failed to submit the minimum required information as per Annexure-G of Chapter- 7 along with the offer or submit in any other format omitting required information essential to work out Bid capacity, his/their offer shall be rejected summarily. This information is to be based on Annexure-B & Annexure-G1, Chapter-7 of Annexed Document.
Please submit the required information for evaluation of Bid Capacity as per Annexure-G1, Chapter-7 of the Annexed Document.
Please submit the information regarding association of Railway Officers with tenderer(s) in reference to Clause 16, Chapter-2 of Annexed Document along with the declaration as per the format vide Annexure-H, Chapter-7 of the Annexed Document. Also non-submission of information required as per Clause 16 (a), (b) & (c) of Chapter-2 in Annexed Document, contract is liable to be dealt in accordance with provision of Clause 43 of Chapter-3 (Clause 62 of General Conditions of Contract).
Please submit list of court cases as per the format vide Annexure-I, Chapter-7 of the Annexed Document.
Please submit list of arbitration cases as per the format vide Annexure-J, Chapter-7 of the Annexed Document.
Please submit broad plan of execution of work as per the format vide Annexure-K, Chapter-7 of the Annexed Document.
Please submit details of other credentials/facilities as per the format vide Annexure-N, Chapter-7 of the Annexed Document.
Please submit your bank details i.e. Name of Bank along with Bank Branch Code, Accounts Number as appearing in the cheque book, IFSC Code and PAN Number, duly certified by the authorised official of the bank, to facilitate payment through ECS/NEFT/RTGS as per Annexure-O of Chapter-7 of Annexed Document. In lieu of Bank Certificate, scanned copy of a cancelled cheque may be attached for verification of the above particulars.
If Bid Security is submitted through mode of Bank Guarantee then please upload scanned copy of the Bank Guarantee (as per Specimen Format at Annexure-Q, Chapter-7 of Annexed Document) submitted towards Bid Security, original of which should be delivered in person to the official nominated as indicated in the tender document before closing date of submission of bids (i.e. excluding the last date of submission of bids). Non submission of scanned copy of Bank Guarantee with the bid on e-tendering portal (IREPS) and/or non submission of original Bank Guarantee within above specified period shall lead to summary rejection of bid. In case of the Bid Security deposited through e- payment gateway, then the same should be confirmed by the tenderer.
Please submit the option for taking payment through Letter of Credit (LC) arrangement for tenders having advertised cost of Rs. 10 lakhs and above. For details refer Clause-7, Chapter- 4 of Annexed Document.
Please submit the required certificate (duly certified by a Cost Accountant /CA)as per Clause 8.9(b), Chapter-4 of Annexed Document.
Please submit the Tender Form i.e. Annexure-I of Chapter-2 of Annexed Document.
Koraput-Kirandul & Koraput -Singapur Road Doubling Projects: "Execution of slope stabilization and other protection works in cutting/high embankment in connection with Koraput-Kirandul & Koraput -Singapur Road doubling Line projects of Waltair Division in East Coast Railway
ETCECONIIVSKP2026008
ETCECONIIVSKP2026008
Open
Works - General
8 Months
Khordha, Odisha
₹0
₹36.6 L
2 Apr 2026
26 Feb 2026
19 Mar 2026
63 items across 6 schedules · ₹69,11,91,584.39 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Supplying and Laying of 3D Reinforced Geocomposite made of polypropylene polymer made three dimenional matrix of minimum mass per unit area 500 grams/sqm extruded onto a mechanically woven double twisted hexagonal shaped steel wire mesh of mesh wire Dia. 2.2mm and Mesh type 6 x 8 having Zn coating as per EN 10244- 2, the composite shall have a combined mass per unit area equal or more than 1680 Grams/Sq.m and nominal thickness more than 10mm, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer -In- Charge. | Sqm | 6700.00 | 804.34 | 53,89,078 |
| 2 | "Sprayed concrete with design mix cement concrete M25 in underground & slope stabilization as per specifications and drawings or as directed by Engineer-in- charge including all materials, labour, equipment's, etc. required for complete job as per specification and drawings and as directed by Engineer-in charge. These items include: - prayed concrete of grade M25 according to Indian Standard - all concrete additives - wastage of sprayed concrete - rebound - application of shotcrete in multiple layers - all auxiliary materials and works Measurement and payment shall for the theoretical area as shown on the design drawings in square meters, shall be measured as per specifications."--Sprayed concrete lining, 100mm theoretical thickness | Sqm | 3500.00 | 1,360.61 | 47,62,135 |
| 3 | Providing and fixing ETAG CERTIFIED Class A Dynamic Rockfall Barrier composed of system comprising of steel meshes and cables coated in Zn-Al 5% class A(EN 10244-2, EN 10264-2), 5000KJ capacity, 5m height, residual height more than 60% consisting of post, anchors, cables anchors, cables/support ropes, clamps, retention panels etc. complete with post to post distance of 10m and energy dissipation by deformation of energy dissipaters, etc. complete, and as per technical specifications and as directed by Engineer in charge along with Early Warning system. No extra payment will be done for EWS. | Running Metre | 200.00 | 2,17,932.26 | 4,35,86,452 |
| 4 | Providing and fixing of ETAG certified class A flexible rock fall barrier, comprising of class A zinc coated steels meshes and cables (EN 10244-2, EN 10264-2), 3000kJ capacity, 5m height, residual height more than 70% consisting of posts, anchor bolts, plate for fixing anchor bolts, base anchors, cable anchors, cables/ support ropes, clamps, retention panels, etc. (specifications as per IRC SR 23), with post to post distance of 10m and energy absorption by deformation by energy dissipators, etc. complete as per technical specifications and as directed Engineer-in- charge along with Early Warning system. No extra payment will be done for EWS | Running Metre | 300.00 | 82,608.68 | 2,47,82,604 |
| 5 | Providing and spreading High Resistance steel wire grid/mesh Geocomposite consisting of hexagonal double twisted wire mesh type 8x10 woven with steel wire with a diameter of 2.70 mm (EN 10223-3; EN10218), Zn-5%Al coated (EN 10244 - class A), longitudinally weaved with steel cable type 6x7+ WSC, grade 1770 MPa, having a diameter of 8 mm (EN 12385-4) Zl-5%Al coated (EN 10244 - class A), at a spacing of 0.3m (specifications as per clause 5.3.3 of IRC HRB Special Report 23), meeting the minimum requirements: Longitudinal Tensile Strength of High Resistance Steel Wire mesh /Grid Geocomposite : 170 kN/m Puncture Resistance of High Resistance steel wire mesh/grid Geocomposite : 140kN at maximum displacement of 45cm including top and bottom support rope, lacing wire or rope required to connect the nets and all accessories such as U-clamps, thimbles, including safety, all other ancillary works, material, machinery, labour, etc., with all leads and lifts and as per technical specifications attached and as directed by Engineer - In - Charge | Sqm | 2000.00 | 3,317.57 | 66,35,140 |
| 6 | Supply and installation of rhomboidal shaped Cable Panel/Net of 10mm diameter of steel wire rope of size 300 mm x 300 mm with a suitable connection at each intermediate and end junctions having minimum tear resistance of 15kN, tensile strength of 230kN/m and punch resistance of minimum 370kN at maximum displacement of 35cm conforming to test procedures as defined in IS/ISO 17746, wire ropes shall be heavily Zn+5% AI class A coated having minimum 25 years of life for medium aggressive environmental level (C3) as per Annex A of IS / ISO 17746 (locally wherever applicable for large size boulders only) | Sqm | 1000.00 | 1,221.25 | 12,21,250 |
| 7 | Supply and installation of Self Drilling Anchors (32mm dia., yield load>230kN) with attached sacrificial drill bit, nut, washer plate 200 x 200 x 10 mmm size, coupler for connecting bars, with suitable corrosion protection coating for bar and accessories and full length grouting with admixture including all ancillary works for soil nailing/top/bottom/surface anchoring including all ancillary material, machinery, Labour etc. as per detailed technical specifications and as per Engineer - In - Charge | Running Metre | 96240.00 | 3,723.56 | 35,83,55,414.4 |
| 8 | Supply and application of High Performance-Flexible Growth Medium (HP- FGM) which is 100% biodegradable, composed of 100% recycled, thermally refined (within a pressurized vessel) virgin wood fibers, crimped interlocking biodegradable fibers, mineral activators, and wetting agents (including high viscosity colloidal polysaccharides, crosslinked biopolymers and water absorbents) along with STANDARD prescriptive agronomic formulations such as fertilizer, extended-term dyes, soil pH modifiers, bio stimulant materials and seeds which is hydraulically-applied for Erosion control and faster growth of Vegetation. | Sqm | 49000.00 | 398.34 | 1,95,18,660 |
| 9 | Supply and application of Biotic Soil Media (BSM) - a combination of recycled Thermally Refined bark and wood fibers with a proprietary blend of biopolymers, biochar, seaweed extract, humic acid, endomycorrhizae and other beneficial constituents. All components of the Biotic Soil Media blend shall be of naturally derived and renewable, and engineered to optimize moisture retention, growth and establishment of vegetation. BSM is applied hydraulically over soil substrate to add organic matter so as to enrich soil nutrients prior to application of HPFGM or other hydraulic erosion control mulch layers. as per BSM specifications along with standard prescriptive agronomic formulations such as fertilizer, extended- term dyes, soil pH modifiers, bio stimulant materials, seeds etc as specified. | Sqm | 49000.00 | 376.94 | 1,84,70,060 |
| 10 | Excavation for trench at top in soil of depth 1m and bottom width 1m, proper placing of panels/netting within the trench, filling 0.5m Height of Trench with M15 grade concrete and balance with excavated materials, compacting the same including all material, machinery, labour etc. complete at easily accessible location including top and bottom, as per technical specifications and as directed by Engineer- In-Charge. | cum | 300.00 | 3,486.88 | 10,46,064 |
| 11 | Scaling of loose rock including stacking of boulder at bottom of slope and diposal at dumping place within 1 km from the site as directed, with contractor's labour, men and materials, T&P, fuel, consumables, crew, machineries including all lead, lift, track crossing, cost of transportation of men & materials to the work spot etc. complete as directed by the Engineer-in- charge | Sqm | 4500.00 | 2,072.23 | 93,25,035 |
| 12 | Clearance of vegetation on the crest and slope and disposal at dumping place within 1 km from the site as directed, with contractor's labour, men and materials, T&P, fuel, consumables, crew, machineries including all lead, lift, track crossing, cost of transportation of men & materials to the work spot etc. complete as directed by the Engineerin-charge | Sqm | 10000.00 | 287.26 | 28,72,600 |
| 13 | Providing horizontal/ inclined subsurface drain holes of dia 100mm on the slopes with perforated 58mm dia PVC pipe wrapped in non-woven geotextile sheet by drilling and insertingthe perforated PVC pipe, complete as directed by Engineer incharge | Metre | 10000.00 | 1,093.65 | 1,09,36,500 |
| 14 | Drilling of 75mm dia holes in shotcrete finished surface as weep holes/ relife holes 2mX2m of required length in any direction as per approved drawing as a complete job, as per specifications and as directed by Engineer-In -Charge. | Metre | 1500.00 | 703 | 10,54,500 |
| 15 | Providing and Installing Mechanically Woven Double Twist Netting of 8 x 10 Type Mesh, 2.20mm/ 3.2mm. Zn+ PVC Coated, of size 4m (wide) x 25m(long) in order to achieve desired tensile strength procurement factory made as per specifications and installation as per specified in the installation methodology. Including fixing of U pins of 8mm diameter of depth 500mm at 1m c/c spacing, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete as per technical specifications and as directed by Engineer | Sqm | 45150.00 | 385.04 | 1,73,84,556 |
| 16 | Providing and Installing Erosion Control Blanket of unit weight 900gsm, lined with polymer mesh of square pattern. Machine spun bristle coir twines open weave structure in order to allow for vegetation to grow etc. complete as directed by Engineer. | Sqm | 45150.00 | 678.36 | 3,06,27,954 |
| 17 | Concrete canvas on top, bottom and vertical surface (Concrete Canvas 8mm Batch roll size 5 sqm, Bulk roll size 125 sqm, roll width 1.1m ) (including surface dressing) | Sqm | 4500.00 | 3,277.3 | 1,47,47,850 |
| 18 | Execution of miscellaneous works like assisting the supervisors (SSE/Con, JE/Con) at site during survey, execution of works, inspection and measurement of works etc, with contractors highly skilled men as directed by the Engineer-in- Charge (The unit for this item to be read as per man per day) | Man- Days | 480.00 | 671.13 | 3,22,142.4 |
| 19 | Execution of miscellaneous works like watch man duties for SE/JE(Con), stores, during day/night, assisting the supervisors at site during survey, execution of works, inspections and measurement of works etc, with contractors unskilled men as directed by the Engineer-in-Charge. (The unit for this item to be read as per man per day) | Man- Days | 480.00 | 405.67 | 1,94,721.6 |
| 20 | Earthwork in filling above the lower portion using collected earth spoils from cutting, laid in 300mm layer and compacted as per RDSO Specification and to bring it to required profile as approved by Engineer In Charge. | cum | 3500.00 | 155.35 | 5,43,725 |
| 21 | Supply of crackmite powder or equivalent used in place of blasting for removal of chunk lying loose on slopes. | Kg | 748.14 | 600 | 4,48,884 |
| 22 | Providing, drilling, installation of 273mm dia of micro piles, verticle in all types of soil including hard rock with waler beam (if required) with provision of casing pipes (MS Pipe of 273 mm dia ) OD 5.9mm thickness as per IS 1161 YST 310, rate of MS Pipe included and any other necessary to have the hole ready for placing steel reinforcement, including flush out the hole and pouring of M30 A20 grade RCC ( rate included to fill the hole as per approved drawings and specification or as directed by Engineer- In-Charge. (Reinforcement should be paid extra, no empty boring shall be payble and rate are inclusive of any levelling of ground and filling required for working platform, aceess etc. for piling and removing the platform and cleaning of site) | Metre | 2254.00 | 6,416.23 | 1,44,62,182.42 |
| Schedule total | ₹58,66,87,507.82 | ||||
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