Loading
Loading…
Loading…
Tender Value
₹640.8 Cr
EMD Value
₹2 Cr
Closing Date
28 Jan 2026, 12:15 pmClosed
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
2.2.2.2 Financial Capacity (Complete details given in RFP document): The Bidder shall have a minimum Net Worth (the "Financial Capacity") of Rupees equal to 5% of the Estimated Project Cost at the close of the preceding Financial Year. Please see more details in RFP document as attached.
2.2.2.1 Technical Capacity- For demonstrating Technical Capacity and experience (the "Technical Capacity"), the bidder shall, during the last 5 (Five) previous financial years and the current financial year upto the Base month (not to be read with para-2.1.13). (i)have received payments for construction of Eligible Project(s), or has undertaken construction works by itself in a PPP project, such that the sum total thereof, as further adjusted in accordance with clause 2.2.2.4 (i) & (ii), is more than 2.5 (two and half) times the Estimated Project Cost (the ). Provided that at least one fourth of the Threshold Technical Capacity shall be from the Eligible Projects in Category 1 and/ or Category 3 specified in Clause 2.2.2.4 (i) & (ii) undertaken at least one Eligible Project of Railway sector as mentioned in clause 2.2.2.4/iii of value of not less than [35% (thirty five) per cent] of the Estimated Project Cost and have received payments for not less than 75 (seventy-five) per cent value of present Contract Value (excluding the payment made for adjustment of Price variation (PVC), if any) of such project. Illustration for 'received payments for not less than 75 (seventy-five) percent: For contract wherein there is provision for part payment on 'procurement of goods and equipment' on basis of indemnity bond/Bank Guarantee. In all such contract, 'received payments for not less than 75 (seventy-five) per cent value of present Contract Value payment' means not less than 75%payment received under 'procurement of goods and equipment' as well as not less than 75% payment received under 'execution/installation/commissioning'. Please see more details in RFP document as attached.
46 conditions · 16 needing a document upload
Details of technical bid
Appendix-IA (Letter comprising the Technical Bid) including Annexure I-VI and supporting certificates / documents in RFP document as attached.
Power of Attorney for signing the Bid as per the format at Appendix-II in RFP document as attached.
If applicable, Power of Attorney for Lead Member of Consortium/Joint Venture as per the format at Appendix-III in RFP document as attached.
If applicable, Joint Bidding Agreement for Consortium/Joint Venture as per the format at Appendix-IV in RFP document as attached.
An undertaking from the person having Power of Attorney referred to in Sub. Clause-(b) above that they agree and abide by the Bid Documents uploaded by Authority and amendments uploaded, if any;
Copy of Memorandum and Articles of Association, if the Bidder is a body corporate, and if a partnership then a copy of its partnership deed.
Copies of duly audited complete annual accounts of the Bidder or of each member (in case of Joint Venture/Consortium) for preceding 5 years.
Financial Bid.
Appendix-IB (Letter comprising the Financial Bid) in RFP document as attached.
Details of bidder is to be furnished as per Annexure I of RFP document as attached.
Financial Capacity of bidder is to be furnished as per Annexure III (RFP clause 2.2.2.2, 2.2.2.8 (i) and 2.2.2.7 (iii) as attached.
Certificate(s) from its statutory auditors or the concerned client(s) stating the payments received or in case of a PPP project, the construction carried out by itself, during the past 5 years, in respect of the Eligible Projects.
Certificate(s) from its statutory auditors specifying the net worth of the Bidder (including associates, if any), as at the close of the preceding Financial Year , and also specifying that the methodology adopted for calculating such net worth conforms to the provisions of this Clause 2.2.2.8 (ii) in RFP document as attached.
Statement of legal capacity is to be furnished as per Annexure V of RFP document as attached.
Disqualification undertaking is to be furnished as per Annexure VI (RFP clause 1.2.1) as attached.
Bid security: Bid Security in respect of e-tendering to be submitted. refundable not later than 200 (Two hundred) days from Bid Due Date. (RFP clause 1.2.4 as attached).
The tenderer shall upload scanned copies of mandatory credentials such as experience, turn over Certificates and any other documents as applicable.
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 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.
Engineering procurement and Construction (EPC) of Major Bridge No. 04(3x18.30m Composite Girder), 11A(3x30.50m Composite Girder), 12(4x30.50m Composite Girder), 19(1x18.30m Composite Girder), 20(1x24.4m Composite Girder ) & 22(1x18.30m Composite Girder) with substructure of double line track and Superstructure of Single line track including its approaches and ROB No. 1A(1x102.0m, Steel Open Web Girder), 1B(1x102.0m, Steel Open Web Girder) & 24(1x102.0m, Steel Open Web Girder) with Minor bridge /Sub way no. 1C (1x6.0m box), 1D (1x3.0m box), 24A (1x6.0m box), 25A (1x6.0m box), 24B (1x6.0m box) & 25B (1x6.0m box) in connection with Bikramshila-Katareah New line Rail link Project.
ECR-CAO-C-S-EPC-04-25-26~ECR
ECR-CAO-C-S-EPC-04-25-26
Open
Works - General
1095 Days
Purbi Champaran, Bihar
₹0
₹2 Cr
28 Jan 2026
10 Dec 2025
14 Jan 2026
35 items across 1 schedule · ₹3,12,57,54,931.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Using Soil Class SQ1 | cum | 970339.00 | 298.55 | 28,96,94,708.45 |
| 2 | Mechanical manufacturing blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, mixing of the same in designed proportion in Pug mill or mix plant to have uniform gradation including incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller specified density and finishing to correct profile, complete per RDSO Specification RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent blanketing material mechanically manufactured crushing of hard and durable stone into desired gradation designed proportion. | of cum wet wet all to as No. of is by of | 4966.50 | 4,457.73 | 2,21,39,316.05 |
| 3 | On top of subgrade or prepared subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 and 1800 N respectively. | Sqm N | 8192.96 | 168.76 | 13,82,643.93 |
| 4 | All kinds of soils | cum | 42923.00 | 192.15 | 82,47,654.45 |
| 5 | 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) | cum | 1204.00 | 4,483.1 | 53,97,652.4 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) | cum | 1300.00 | 4,806.76 | 62,48,788 |
| 7 | 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 RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality RCC raft foundation & Pile including finishing, using Plasticiser in approved proportions (as per IS:9103), modify workability without impairing strength durability complete as specifications and direction the Engineer in charge. Note: Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used approved proportion increase workability with minimum possible quantity cement for all grade of Design Mix Concrete unless it specifically approved citing reasons for not using plasticiser at the stage of Design and in that case deduction shall be made as relevant item. | cum or in cap to and per of 1. in to of is Mix per | 23897.00 | 4,700.79 | 11,23,34,778.63 |
| 8 | Abutment & Pier | cum | 4110.00 | 4,777.56 | 1,96,35,771.6 |
| 9 | Wing wall and Return wall | cum | 9840.00 | 4,777.56 | 4,70,11,190.4 |
| 10 | Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. | cum | 2182.00 | 4,815.95 | 1,05,08,402.9 |
| 11 | Approach slab at formation level, Dirt wall/ ballast wall formation level | cum at | 558.00 | 4,739.18 | 26,44,462.44 |
| 12 | Extra for every increase of or part thereof in the height above 9.0 m | 1m cum | 1285.00 | 76.77 | 98,649.45 |
| 13 | 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 contractor's men, material, transportation, all taxes as specifications and as directed by Engineer-in-Charge. | Metre all per | 7308.00 | 299.21 | 21,86,626.68 |
| 14 | 1500 mm diameter | Metre | 16437.00 | 15,867.38 | 26,08,12,125.06 |
| 15 | Providing, fabricating installing permanent casing pipe for bored piles for diameters with specified thickness of steel plate including all labour, materials, tools & complete as approved drawing specifications complete in respect as per the direction Engineer in charge. Note: Payment shall be made as the weight of circular plate casing pipe only. | and MT all per & all of per of | 1595.00 | 1,36,024.61 | 21,69,59,252.95 |
| 16 | Initial load test above 100 and up to 250 T capacity pile | ton Each | 9.00 | 87,650.98 | 7,88,858.82 |
| 17 | Extra for every increase of ton in pile capacity or part thereof over 250 ton | 50 Each | 9.00 | 4,566.65 | 41,099.85 |
| 18 | Routine Load Test above ton capacity up to 250 capacity pile | 100 Each ton | 9.00 | 43,825.49 | 3,94,429.41 |
| 19 | Piles with lateral load capacity of up to 50 ton | Each | 9.00 | 18,382.91 | 1,65,446.19 |
| 20 | Pulse Echo Test (PET) integrity testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection site, preparation of pile head and any other unforeseen cost required for the test, submission of reports triplicate as per satisfaction the Engineer in Charge. | for Each of in of | 9.00 | 6,626.51 | 59,638.59 |
| 21 | Providing and applying coats of coal tar or bitumen confirming to IS:3117- latest version on the top and sides RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by Engineer. | two Sqm of the | 829.00 | 166.53 | 1,38,053.37 |
| 22 | 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 above ground level | Sqm 5m | 66887.00 | 649.96 | 4,34,73,874.52 |
| 23 | Extra for additional height over item no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of metres for every additional height of 1 metre or part thereof. | Sqm 5 | 129363.00 | 99.69 | 1,28,96,197.47 |
| 24 | Supplying, spreading compacting well graded hard stone of 63mm average (maximum up to 80mm size) the bottom of foundation box culverts, bridges including all lead, lift, ascent, descent etc. complete job per directions of Engineer charge. | and cum size in of etc. as In- | 3050.00 | 2,607.01 | 79,51,380.5 |
| 25 | Ordinary Portland Cement grade of approved brands/makes | 53 MT | 50438.02 | 9,573.35 | 48,28,60,818.77 |
| 26 | Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes. | Kg | 11217735.00 | 113.69 | 1,27,53,44,292.15 |
| 27 | Supplying of stone boulders weighing not less than 35 each at specified bridge locations. | cum kg | 93867.00 | 1,883.52 | 17,68,00,371.84 |
| 28 | Providing and laying Pitching with Stone Boulders, weighing not less than 35kg each with voids filled with spalls slopes, laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as drawing and Technical Specifications (filter media be paid separately under relevant item). | cum on of per to the | 14798.00 | 2,463.61 | 3,64,56,500.78 |
| 29 | Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete per drawing and Technical Specification. | cum as | 3310.00 | 3,311.4 | 1,09,60,734 |
| 30 | Supply and laying of coarse sand including consolidation with all labour, lead, lift, tools, plants, crossing of tracks per drawing and technical specification as directed by Engineer in charge in case loose slush is encountered site of foundation before casting the foundation laying the filtering media. | cum as the at or | 350.00 | 3,020.15 | 10,57,052.5 |
| 31 | Providing and laying of filter media consisting of granular materials of GW, GP, groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls above bed level with all labour and material complete job per drawing and technical specification of RDSO Guidelines. | cum SW etc. as | 13751.00 | 2,918.98 | 4,01,38,893.98 |
| 32 | Painting the HFL mark Danger level mark, year of on bridge abutments and piers with ready mixed paint as standard in two coats over coat of primer with materials, labour, tools, scaffolding, all lead and lift including writing complete. | and Each HFL per one all etc. | 12.00 | 246.35 | 2,956.2 |
| 33 | Providing Boulder Backing behind wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will done extra. | cum all be | 92545.00 | 325.68 | 3,01,40,055.6 |
| 34 | Dewatering of natural accumulated water from location. Payment to be done for Horse power of pump multiplied by pumping hours. | or HP any Hour | 2000.00 | 30 | 60,000 |
| 35 | to cum the | 18794.00 | 38.43 | 7,22,253.42 | |
| Schedule total | ₹3,12,57,54,931.35 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .