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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Tender Value
₹324.7 Cr
EMD Value
₹1.6 Cr
Closing Date
16 Feb 2026, 12:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Yes (up to 4 members)
Yes (up to 4 members)
Two Packet System
EPC [ Single Stage ]
No
Not Applicable
Lowest to Highest
180 days
Expenditure
Capital (Works)
TENDER
13 conditions · 2 needing a document upload
The Bidder shall have a minimum Net Worth (the "Financial Capacity") of Rs.16,23,44,000/- (Rupees Sixteen Crore Twenty-three Lakh Fourty-four Thousand only ) at the close of the preceding Financial Year . (Cl. 2.2.2.2 of RFP Document)
For minimum required Technical Capacity & eligibility, please Refer Clause.2.2.2 of RFP document
32 conditions · 15 needing a document upload
In case, submission of Bid Security in the form of Bank Guarantee, or Account Payee Demand Draft, or Fixed Deposit Receipt, or Banker's Cheque, or e- payment Gateway of Authority, following shall be ensured: i.A scanned copy of (Account Payee Demand Draft/ Fixed Deposit Receipt/ Banker's Cheque/ e- payment Gateway of Authority/ Bank Guarantee Bond) along with all other relevant documents as specified in the RFP document (Cl. 2.11.1) shall be uploaded on e-Procurement Portal (IREPS) while applying to the tender. ii.The original (Account Payee Demand Draft/ Fixed Deposit Receipt/ Banker's Cheque/ e- payment Gateway of Authority/ Bank Guarantee Bond) along with all other relevant documents specified in the RFP document (Cl. 2.11.2) should be delivered in person to the official nominated as indicated in the RFP document (Cl. 2.11.4) within the stipulated time (Cl. 1.3 of RFP document)
Whether DSC is in the name of Authorised Signatory as per Appendix-II or Appendix-III ? (It should be in the Corporate Capacity). Refer Cl. 2.14.1.1 of RFP document.
In case of JV, whether it is Registered in the e tender portal i.e www.ireps.gov.in and the registration is valid as on the date of submission of bid ? (Refer Cl. 2.14.1.2) of RFP document.
Whether Bid Security is valid for a minimum period of 90days beyond the validity period for the Tender? (Refer Cl. 1.3 & 2.20.6 / iv of RFP document.)
Whether the certificates issued by Statutory Auditor/CA include UDIN? (Refer Cl. 2.2.2.7 of RFP document)
Please upload Appendix-IA of RFP document (Letter comprising the Technical Bid). (Refer Clause 2.1.4, 2.11.1) {To be signed by the Authorised Signatory of Bidder/Lead Member of JV/Consortium}
Please upload Appendix-IB of RFP document (Letter comprising the Financial Bid). Refer Clause 2.1.4, 2.11.1) {To be signed by the Authorised Signatory of Bidder/Lead Member of JV/Consortium}
Please upload Annexure I of Appendix-IA of RFP document (Details of the Bidder). {To be signed by the Authorised signatory on behalf of ......Bidder / JV / Consortium}
Please upload Annexure II of Appendix-IA of RFP document (Technical Capacity of the Bidder). (Refer to Clauses 2.2.2.1, 2.2.2.4 and 2.2.2.6 of the RFP) {To be provided by the Bidder/separately for all members in case of a JV/Consortium}
Please upload Annexure III of Appendix-IA of RFP document (Financial Capacity of the Bidder). (Refer to Clauses 2.2.2.2, 2.2.2.8(i), 2.2.2.7(iii) of the RFP) {To be provided by the Bidder/separately for all members in case of a JV/Consortium}
Please upload Annexure IV of Appendix-IA of RFP document (Details of Eligible Projects). (Refer to Clauses 2.2.2.1, 2.2.2.4 and 2.2.2.6 of the RFP) {To be provided by the Bidder/separately for all members in case of a JV/Consortium}
Please upload Annexure V of Appendix-IA of RFP document (Statement of Legal Capacity). {To be signed by the Authorised signatory on behalf of ......Bidder / JV / Consortium}
Please upload Annexure VI of Appendix-IA of RFP document (Guidelines of the Department of Disinvestment ). (Refer Clause 1.2.1) {To be signed by the Authorised signatory on behalf of ......Bidder / JV / Consortium}
Please upload (i) Appendix-II of RFP document (Filled in format for Power of Attorney for signing of Bid). (Refer Clause 2.1.5, 2.11.1) {To be submitted by the Proprietor / Person authorised by Board Resolution (in case of Firm/Company)/ partner in case of Partnership firm} (ii) Supporting documents (Refer Notes: of Appendix-II) such as (a)The bidder shall submit the extract of the charter documents and documents such as a board or shareholders' resolution/ power of attorney in favour of the person executing this Power of Attorney for the delegation of power hereunder on behalf of the Bidder, as applicable. (b) As applicable, For a Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued or a conforming Appostille certificate.
If applicable, please upload (i) Appendix-III of RFP document (Filled in Format for Power of Attorney for Lead Member of {Consortium /Joint Venture}). (Refer Clause 2.1.6, 2.11.1) (To be executed by all members of the Consortium/Joint Venture ) (ii) Supporting documents (Refer Notes: of Appendix-III) such as (a) Also the bidder shall submit the extract of the charter documents and documents such as a board or shareholders' resolution/ power of attorney in favour of the person executing this Power of Attorney for the delegation of power hereunder on behalf of the Bidder, as applicable. (b) As applicable, For a Power of Attorney executed and issued overseas, the document will also have to be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney is being issued or a conforming Appostille certificate. (In case not a Consortium/Joint Venture, a "Not applicable declaration" may be uploaded)
If applicable, please upload Appendix-IV of RFP document (Filled in Format for Joint Bidding Agreement for { Consortium /Joint Venture}). (Refer Clause 2.1.11, 2.11.1) (To be executed by all members of the Consortium/Joint Venture ) (ii) Supporting documents (Refer Notes: of Appendix-IV) such as (a) Each Joint Bidding Agreement should attach a copy of the extract of the charter documents and documents such as resolution / power of attorney in favour of the person executing this Agreement for the delegation of power and authority to execute this Agreement on behalf of the { Consortium /Joint Venture} Member. (b) For a Joint Bidding Agreement executed and issued overseas, the document shall be legalized by the Indian Embassy and notarized in the jurisdiction where the Power of Attorney has been executed. (In case not a Consortium/Joint Venture, a "Not applicable declaration" may be uploaded)
Please upload scanned copy of the Appendix-VII of RFP document (Filled in Bank Guarantee Bond from any scheduled commercial bank of India) (On non-judicial stamp paper, which should be in the name of the Executing Bank towards Bid Security) OR Instrument/document through which BID SECURITY has been deposited. (Refer Clause 1.2.4, 2.20.1 of RFP document)
Please submit the document in support of Class-III DSC. (Refer Clause 2.14.1.1 of the RFP)
Please upload all other relevant documents as mentioned in Clause 2.11.1 of RFP document.
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.
Construction of one important Bridge no.950 (11x45.7m Open Web Steel Girder over river Rusikulya at ch. 118019m) and 18 Major bridges in between Gangadharpur-Icchchaapuram in the East Coast Railway zone on Engineering, Procurement and Construction mode in connection with 3rd linebetween Nergundi - Barang(22Km) and Khurda Road - Vizianagaram (363Km) on Bhadrak- Vizianagaram section (385Km).
EPC-CECONIIBBS2025058
EPC-CECONIIBBS2025058
Open
Works - General
30 Months
Unknown (Unspecified Location)
₹0
₹1.6 Cr
16 Feb 2026
17 Dec 2025
2 Feb 2026
76 items across 3 schedules · ₹2,57,22,62,035.61 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Supplying, driving and erecting in all types of soils, hard wood pile 5m to 7m long without joint, 125mm average dia. for protection of bank slope including two coats of coal tar paint complete, as directed. Note: Payment will be made as per actual driven length of pile. | Metre | 240.00 | 227.59 | 54,621.6 |
| 2 | Driving rails 90R/52 Kg section below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work. | Metre | 1500.00 | 110.14 | 1,65,210 |
| 3 | Shoring with 'Z' section MS sheet piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. | Sqm | 1200.00 | 912.29 | 10,94,748 |
| 4 | Conducting determination of California Bearing Ratio as per IS:2720 | Each | 114.00 | 2,623.7 | 2,99,101.8 |
| 5 | All kinds of soils | cum | 9461.00 | 194.13 | 18,36,663.93 |
| 6 | Soft rock (not requiring blasting) | cum | 3120.00 | 401.49 | 12,52,648.8 |
| 7 | Hard rock (blasting prohibited ) | cum | 3120.00 | 1,106.76 | 34,53,091.2 |
| 8 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1500.00 | 3,577.2 | 53,65,800 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 877.00 | 3,807.13 | 33,38,853.01 |
| 10 | Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. | cum | 8416.00 | 3,777.08 | 3,17,87,905.28 |
| 11 | Abutment & Pier | cum | 7064.00 | 3,842.31 | 2,71,42,077.84 |
| 12 | Wing wall and Return wall | cum | 2593.00 | 3,842.31 | 99,63,109.83 |
| 13 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 1821.00 | 3,874.93 | 70,56,247.53 |
| 14 | Approach slab at formation level, Dirt wall/ ballast wall at formation level | cum | 2802.00 | 3,809.7 | 1,06,74,779.4 |
| 15 | Providing and laying Plain Cement Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of b r i d g e s including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer. | cum | 3129.00 | 3,513.33 | 1,09,93,209.57 |
| 16 | Providing and fixing Weep Holes in Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. | Metre | 1650.00 | 276.8 | 4,56,720 |
| 17 | 1200mm diameter | Metre | 4850.00 | 6,530.77 | 3,16,74,234.5 |
| 18 | Providing, fabricating and installing permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. | MT | 363.00 | 1,08,148.95 | 3,92,58,068.85 |
| 19 | 1200mm diameter pile | Metre | 902.00 | 4,471.66 | 40,33,437.32 |
| 20 | Initial load test up to 50 ton capacity pile | Each | 8.00 | 55,193.27 | 4,41,546.16 |
| 21 | Initial load test above 50 ton and up to 100 T capacity pile | Each | 8.00 | 66,928.79 | 5,35,430.32 |
| 22 | Initial load test above 100 ton and up to 250 T capacity pile | Each | 8.00 | 89,785.37 | 7,18,282.96 |
| 23 | Extra for every increase of 50 ton in pile capacity or part thereof over 250 ton | Each | 622.00 | 4,907.26 | 30,52,315.72 |
| 24 | Routine Load Test up to 50 ton capacity pile | Each | 1456.00 | 27,596.64 | 4,01,80,707.84 |
| 25 | Routine Load Test above 50 ton capacity up to 100 ton capacity pile | Each | 16.00 | 33,464.4 | 5,35,430.4 |
| 26 | Routine Load Test above 100 ton capacity up to 250 ton capacity pile | Each | 16.00 | 44,892.69 | 7,18,283.04 |
| 27 | Piles with lateral load capacity of up to 50 ton | Each | 362.00 | 20,283.13 | 73,42,493.06 |
| 28 | Pulse Echo Test (PET) for integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge. | Each | 842.00 | 3,186.07 | 26,82,670.94 |
| 29 | In all types of soils | cum | 6711.00 | 291.2 | 19,54,243.2 |
| 30 | For water depth up to 1.00m | Each | 16.00 | 1,24,704.56 | 19,95,272.96 |
| 31 | Extra for every 1.00m additional depth and part thereof over item 023021 up to water depth of 4.00m. | Each | 2.00 | 1,71,570.51 | 3,43,141.02 |
| 32 | Providing and constructing 10m wide service road to reach island location from one pier location to another pier location. | RM | 500.00 | 6,275.91 | 31,37,955 |
| 33 | Supplying, Fabrication, assembly, erection & placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for pier/abutment complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re-handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. | MT | 290.00 | 1,25,180.03 | 3,63,02,208.7 |
| 34 | From initial level of cutting edge & up to 3m depth | cum | 275.00 | 195.58 | 53,784.5 |
| 35 | Above 3m to 10m depth | cum | 640.00 | 340.66 | 2,18,022.4 |
| 36 | From initial level of cutting edge & up to 3m depth | cum | 3740.00 | 283.1 | 10,58,794 |
| 37 | Above 3m to 10m depth | cum | 8720.00 | 418.64 | 36,50,540.8 |
| 38 | Above 10m to 15m depth | cum | 6227.00 | 485.78 | 30,24,952.06 |
| 39 | Above 15m to 20m depth | cum | 6227.00 | 619.99 | 38,60,677.73 |
| 40 | Above 20m to 25m depth | cum | 6227.00 | 1,021.89 | 63,63,309.03 |
| 41 | Above 25m to 30m depth | cum | 4000.00 | 1,467.06 | 58,68,240 |
| 42 | Extra for sinking of wells in hard rock requiring controlled blasting including cost of explosive, detonators, chiselling including all other ancillary works | cum | 1800.00 | 925.44 | 16,65,792 |
| 43 | In well Curb | cum | 1544.00 | 4,154.79 | 64,14,995.76 |
| 44 | In Steining of wells | cum | 30810.00 | 4,154.79 | 12,80,09,079.9 |
| 45 | In Bottom plug for wells including arrangements for placing concrete under water with tremie or bottom opening skips. | cum | 345.00 | 4,154.79 | 14,33,402.55 |
| 46 | In Intermediate/top plug without shuttering | cum | 606.00 | 3,965.93 | 24,03,353.58 |
| 47 | In Well cap and corbel, if provided | cum | 5586.00 | 3,965.93 | 2,21,53,684.98 |
| 48 | Using Sand from River Bed if suitable for filling | cum | 12256.00 | 291.2 | 35,68,947.2 |
| 49 | Using sand from other than River bed (This item is to be operated if suitable sand is not available in River Bed for filling | cum | 5410.00 | 1,879.43 | 1,01,67,716.3 |
| 50 | Providing and applying two coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. | Sqm | 4770.00 | 126.98 | 6,05,694.6 |
| 51 | All types of bridge sub-structures, e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level | Sqm | 34246.00 | 665.63 | 2,27,95,164.98 |
| 52 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. | Sqm | 1000.00 | 107.45 | 1,07,450 |
| 53 | Ordinary Portland Cement 53 grade of approved brands/makes | MT | 29312.00 | 8,819.69 | 25,85,22,753.28 |
| 54 | Pozzolana Portland Cement approved brands/makes | MT | 2770.00 | 8,213.6 | 2,27,51,672 |
| 55 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 1933831.80 | 102.4 | 19,80,24,376.32 |
| 56 | Supplying of stone boulders weighing not less than 35 kg each at specified bridge locations. | cum | 1050.00 | 1,347.74 | 14,15,127 |
| 57 | Providing and laying 300mm thick (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge. | cum | 591.00 | 2,434.79 | 14,38,960.89 |
| 58 | Supply and laying of quarry dust including consolidation, supply of all materials, labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 500.00 | 775.77 | 3,87,885 |
| 59 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. | cum | 1200.00 | 1,709.55 | 20,51,460 |
| 60 | Providing cast in situ bridge number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. | Each | 36.00 | 861.44 | 31,011.84 |
| 61 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. | cum | 1050.00 | 359 | 3,76,950 |
| 62 | Dewatering of natural or accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. | HP Hour | 2000.00 | 45.56 | 91,120 |
| 63 | Supplying & placing partly or fully underwater of Polypropylene Tarred Rope Gabion, fabricated from 9mm dia. rope, 100mm x 100mm Mesh with partitions at every 1m interval and properly packed with approximately 150mm size boulders including transportation and placing at indicated places as per direction of engineer-in- charge with contractor's tools, plants, labour etc. including royalty charges complete in all respect and stitching with polypropylene lacing rope of minimum dia. 4mm; carrying the material by head load from nearest approach with all safety precautions and all leads and lifts. | cum | 5000.00 | 3,730 | 1,86,50,000 |
| 64 | Clearing waterway of major & minor bridges by removing weeds / shrubs / bushes, removing silt deposit, filling scours, if any up to 10 metre from centre of bridge on either side including disposing waste and silt away from waterway. Note: Rate is for a single line and per metre of bridge span. | Metre | 300.00 | 198.62 | 59,586 |
| 65 | Supply, filling and stacking of sand bags layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer- in charge at site. | Each | 18000.00 | 13.61 | 2,44,980 |
| Schedule total | ₹1,01,73,09,994.48 | ||||
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RFP16.12.25.pdf
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CORRIGENDUM
VCLinkforPre-bidmeeting.pdf
CORRIGENDUM
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