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Tender Value
₹373.4 Cr
EMD Value
₹7.5 Cr
Closing Date
19 Jun 2026, 2:30 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)
HQ TENDER
13 conditions · 2 needing a document upload
As per RFP Tender Document.
As per RFP Tender Document.
35 conditions · 6 needing a document upload
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.
Tenders have been invited for and on behalf of the President of India for the work mentioned as per NIT.
Tender documents are not transferable .
It is understood that you are agreed to abide by the conditions those are laid down in the tender document when you submit the tender.
The tender document includes various chapters, drawings and annexures as enclosed, those are integral parts of the tender documents.
Rates enter in to rate page shall only be considered. Rates offered in any other form /letter by the tenderer shall not be considered.
Tenders other than in form of e-Tendering shall not be accepted against this tender. For this purpose, tenderers are required to submit their offer in IREPS.
In case of any difficulty faced by the tenderer while submitting their bid in the IREPS website assistance from help desk available with the website may be sought.
Railway Administration will not be responsible for any delay/difficulties /inaccessibility of the down loading facility for any reason whatsoever. In case of any discrepancy between the tender documents down loaded from internet and the master copy available in the offices, the latter shall prevail and will be binding on the tenderer(s). No claim on this account will be entertained.
Name & mailing address of the Tenderer(s) shall be clearly mentioned in ENGLISH language.
All the information requested for Tender shall be answered in the ENGLISH language. Where information is provided in another language, this shall be accompanied by a translation of its pertinent parts into ENGLISH. This translation will govern and be used for interpreting the information.
The railway reserves the right to:
Amend the scope and value of the work.
Reject or accept any tender; and
Cancel the tender process and reject any or all tenders, at any time.
The tenderer(s) have to fill up all the documents as stated in document.
In case of two packet system of tendering, the Second packet (Finance Bid) of only eligible tenderers found in the first packet (Technical Bid) will be opened.
Incomplete tenders are liable to be rejected without further correspondence.
General information about the project/work is attached separately. However the tenderer(s) are advised to visit the site for appreciation before submitting of tender.
If any one or more of the detailed information furnished in the tenderer's documents is proved to be false at any stage, the contractor/ firm will be debarred then and there, from all the commitments connected with the tender and his/their tender/contract will be rejected/terminated and further action will be taken as per extant rules.
Failure to provide information which are essential to evaluate the Tenderer(s) qualifications, or failure to provide timely clarification or substantiation of the information supplied may result in disqualification of the Tenderer(s).
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
PRICE VARIATION clause will be applicable as per EPC aggrement
The Bid Security shall be applicable as per RFP Tender Document.
RFP for Construction of 8 Nos. of Major Bridges and rebuilding of 3 Nos. of ROB, including associated S and T works in connection with Aluabari Road (AUB)-New Jalpaiguri (NJP) 3rd and 4th Line (57Km) of Northeast Frontier Railway .
CE-CON-EPC-ANJ-2026-01
CE-CON-EPC-ANJ-2026-01
Open
Works - General
1200 Days
Kamrup, Assam
₹0
₹7.5 Cr
19 Jun 2026
14 May 2026
5 Jun 2026
41 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 172000 | 395.3 | 6,79,91,600 |
| 2 | All kinds of soil. | cum | 18649.8 | 260.3 | 48,54,542.94 |
| 3 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 2141.52 | 7,294.7 | 1,56,21,745.94 |
| 4 | Foundations, footings, bases for columns | Sqm | 1485.12 | 392.15 | 5,82,389.81 |
| 5 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 7302.6 | 10,105.1 | 7,37,93,503.26 |
| 6 | 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 | 5886.72 | 9,045.75 | 5,32,49,797.44 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 7507.51 | 392.15 | 29,44,070.05 |
| 8 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 15569.51 | 842.5 | 1,31,17,312.18 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 101.51 | 927.25 | 94,125.15 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1160 | 736.4 | 8,54,224 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 648 | 961.3 | 6,22,922.4 |
| 12 | Stairs, (excluding landings) except spiral-staircases | Sqm | 135 | 764.95 | 1,03,268.25 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 879661.74 | 107.85 | 9,48,71,518.66 |
| 14 | Two or more coats on new work | Sqm | 3222.36 | 155.9 | 5,02,365.92 |
| 15 | Lettering with black Japan paint of approved brand and manufacture | per letter per cm height | 7161.44 | 6.15 | 44,042.86 |
| 16 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 5835.57 | 3,551.25 | 2,07,23,567.96 |
| 17 | Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge. | Sqm | 3800 | 1,147.2 | 43,59,360 |
| 18 | In cement mortar | cum | 800 | 2,060.2 | 16,48,160 |
| 19 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 72659.6 | 5.65 | 4,10,526.74 |
| 20 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1kilometre, as per direction of Engineer-in-charge. | cum | 7365 | 420.8 | 30,99,192 |
| 21 | 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 | 59575 | 218.9 | 1,30,40,967.5 |
| 22 | 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 | 59575 | 24.85 | 14,80,438.75 |
| 23 | 90 mm to 45 mm size stone aggregate | cum | 405 | 2,098.4 | 8,49,852 |
| 24 | 63 mm to 45 mm size stone aggregate | cum | 405 | 1,636.05 | 6,62,600.25 |
| 25 | Moorum | cum | 810 | 768.25 | 6,22,282.5 |
| 26 | Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately). | Kg | 6710.4 | 78.95 | 5,29,786.08 |
| 27 | With G.I. barbed wire | Metre | 800 | 22.1 | 17,680 |
| 28 | 25 mm thick | Sqm | 10750 | 854.15 | 91,82,112.5 |
| 29 | 40 mm thick | Sqm | 28402.5 | 1,365.5 | 3,87,83,613.75 |
| 30 | 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 | 261 | 7,993.8 | 20,86,381.8 |
| 31 | Cement concrete prepared with batch mixing machine | cum | 330 | 10,529.35 | 34,74,685.5 |
| 32 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge. | Each | 1804 | 206.3 | 3,72,165.2 |
| 33 | 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 | 5080.32 | 11,129.55 | 5,65,41,675.46 |
| 34 | 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 | 2353.14 | 12,126.2 | 2,85,34,646.27 |
| 35 | Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro - reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge. | Each | 100 | 8,154.35 | 8,15,435 |
| 36 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 1601 | 747.8 | 11,97,227.8 |
| 37 | With material conforming to Grade- I (size range 75 mm to 0.075 mm) having CBR Value-30 | cum | 7473.89 | 2,784 | 2,08,07,309.76 |
| 38 | With material conforming to Grade- II (size range 53 mm to 0.075 mm ) having CBR Value-25 | cum | 7319.57 | 2,924.85 | 2,14,08,644.31 |
| 39 | With material conforming to Grade- III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 | cum | 3029.68 | 2,808.55 | 85,09,007.76 |
| 40 | 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 | 16096.28 | 2,914.3 | 4,69,09,388.8 |
| 41 | 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 | 1600 | 3,439.5 | 55,03,200 |
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nit.pdf
NIT
DraftRFPNJPMB.pdf
ATTACHMENT
DrawingsOtherDocLink.pdf
ATTACHMENT
EPC Agreement
ATTACHMENT
PublishedEPCAgreementAluabari-NJPPhase-1_compressed.pdf
ATTACHMENT
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