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Tender Value
₹61.3 Cr
EMD Value
₹1.2 Cr
Closing Date
19 Jun 2026, 2:30 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
HQ TENDER
46 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.
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.
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.
Tenderer(s) are compulsorily required to indicate page number in the check list against relevant documents submitted by him / them.
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.
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.
Clarification of Bids: To assist in the examination, evaluation & comparison and prequalification of the Tender, the Railway may, at its discretion, ask any Bidder for a clarification of its Bid. Any clarification submitted by a Bidder that is not in response to a request by the Railway shall not be entertained or considered. The Railway request for clarification and the response of the bidder in this regard shall be in writing. However, if a Bidder does not provide clarification of its bid by the date and time communicated in the Railway request for clarification, the bid shall be evaluated as per the documents submitted along with the bid.
The Railway reserves the right to reject any or all offers without assigning any reasons and his decision shall be final and binding.
Clause 6 (Care In Submission Of Tenders), Part-I of Standard General Conditions of Contract - 2022.
(a)(i) Before submitting a tender, the tenderer will be deemed to have satisfied himself by actual inspection of the site and locality of the works, that all conditions liable to be encountered during the execution of the works are taken into account and that the r a t e s he enters in the tender f o r m s a r e adequate and all inclusive t o accord w i t h t h e provisions in Clause-37 o f the Standard General Conditions o f Contract f o r t h e completion of works to the entire satisfaction of the Engineer.
(ii) Tenderers will examine the various provisions of The Central Goods and Services Tax Act, 2017(CGST)/ Integrated Goods and Services T a x A c t , 2017(IGST)/ Union Territory Goods and Services Tax Act, 2017(UTGST)/ respective state's State Goods and Services Tax Act (SGST) also, as notified b y Central/State G ov t & as amended from tim e t o tim e and applicable taxes before bidding. Tenderers will ensure that full benefit of Input Tax Credit (ITC) likely to be availed by them is duly considered while quoting rates.
(iii) The successful tenderer who is liable to be registered under CGST/IGST/UTGST/SGST Act shall submit GSTIN along with other details required under CGST/IGST/UTGST/SGST Act to railway immediately a f t e r t h e a w a r d o f contract, without w h i c h no payment shall be released to the contractor. The contractor shall be responsible for deposition of applicable GST to the concerned authority.
(iv)In case the successful tenderer is not liable t o be registered under CGST/IGST/UTGST/ SGST Act, the railway shall deduct the applicable GST from his/their b i l l s u n d e r r e v e r s e charge mechanism (RCM) and deposit t h e same to the concerned authority.
The Bid Security shall be deposited either in cash through e payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. The Bank Guarantee bond shall be as per Annexure- VIA and shall be valid for a period of 90days beyond the bid validity period.
PRICE VARIATION clause shall be applicable for tenders having value above Rs. 2 Crores.
Mobilization advance is applicable to tender of value of Rs. 50.00 Crs. and above.
Construction of PP Shelter, Platform Wall, Coping Slab, Platform Surfacing, Service Trench, Pipeline for Drinking and Storm Water, Toilets, etc. and ancillary works for Platform No. 3/4, 5/6 and 7/8 in connection with Major Upgradation of New Jalpaiguri Junction Railway Station of N. F. Railway.
CE-CON-MU-NJP-SLT-2026-01
CE-CON-MU-NJP-SLT-2026-01
Special Limited
Works - General
9 Months
Kamrup, Assam
₹0
₹1.2 Cr
19 Jun 2026
4 Jun 2026
5 Jun 2026
69 items across 2 schedules · ₹52,89,21,913.8 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum 11660 | — | 177.5 | 20,69,650 |
| 2 | Depth not exceeding 1.5 m | Sqm 426 | — | 72.05 | 30,693.3 |
| 3 | Depth exceeding 3 m but not exceeding 4.5 m | Sqm 10212 | — | 97.25 | 9,93,117 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum 9648 | — | 196 | 18,91,008 |
| 5 | 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 551 | — | 8,340.85 | 45,95,808.35 |
| 6 | 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 3790 | — | 7,294.7 | 2,76,46,913 |
| 7 | Foundations, footings, bases for columns | Sqm 2153 | — | 392.15 | 8,44,298.95 |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm 52 | — | 410.85 | 21,364.2 |
| 9 | 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 2477 | — | 9,045.75 | 2,24,06,322.75 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1526 | — | 392.15 | 5,98,420.9 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm 350 | — | 842.5 | 2,94,875 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm 719 | — | 927.25 | 6,66,692.75 |
| 13 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm 321 | — | 736.4 | 2,36,384.4 |
| 14 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm 2393 | — | 961.3 | 23,00,390.9 |
| 15 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding 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 479 | — | 10,585.9 | 50,70,646.1 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 600873 | — | 107.85 | 6,48,04,153.05 |
| 17 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg 4695 | — | 107.85 | 5,06,355.75 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 51 | — | 9,504.75 | 4,84,742.25 |
| 19 | Concrete of M55 grade with minimum cement content of 370 kg /cum | cum 1011 | — | 9,806.7 | 99,14,573.7 |
| 20 | Concrete of M40 grade with minimum cement content of 390 kg/cum | cum 1642 | — | 9,957.65 | 1,63,50,461.3 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum 40 | — | 9,860.4 | 3,94,416 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal 1045 | — | 733.5 | 7,66,507.5 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum 31 | — | 7,132.25 | 2,21,099.75 |
| 24 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum 100 | — | 9,344.35 | 9,34,435 |
| 25 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm 11 | — | 905.05 | 9,955.55 |
| 26 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm 25 | — | 1,123.8 | 28,095 |
| 27 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre 187 | — | 492.7 | 92,134.9 |
| 28 | 30 mm thick pre laminated PVC door shutters | Sqm 74 | — | 3,663.8 | 2,71,121.2 |
| 29 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) (Height upto 1.8m). | Sqm 22 | — | 7,860.35 | 1,72,927.7 |
| 30 | 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 1359075 | — | 133.7 | 18,17,08,327.5 |
| 31 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg 17067 | — | 97.2 | 16,58,912.4 |
| 32 | 25 mm thick | Sqm 20652 | — | 1,948.25 | 4,02,35,259 |
| 33 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm 79 | — | 4,481.3 | 3,54,022.7 |
| 34 | 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 22813 | — | 738.65 | 1,68,50,822.45 |
| 35 | 1:4 (1 cement: 4 fine sand) | Sqm 559 | — | 347.05 | 1,94,000.95 |
| 36 | 1:6 (1 cement: 6 fine sand) | Sqm 559 | — | 333.35 | 1,86,342.65 |
| 37 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm 1118 | — | 262.7 | 2,93,698.6 |
| 38 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm 1118 | — | 185.65 | 2,07,556.7 |
| 39 | 150 mm diameter pipes | Metre 1879 | — | 113.8 | 2,13,830.2 |
| 40 | Two or more coats on new work | Sqm 43283 | — | 146.8 | 63,53,944.4 |
| 41 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum 3993 | — | 2,434.25 | 97,19,960.25 |
| 42 | 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 1266 | — | 3,551.25 | 44,95,882.5 |
| 43 | In cement mortar | cum 5183 | — | 2,060.2 | 1,06,78,016.6 |
| 44 | 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 332276 | — | 5.65 | 18,77,359.4 |
| 45 | For thickness of tiles 10 mm to 25 mm | Sqm 24351 | — | 73.4 | 17,87,363.4 |
| 46 | G.S. Sheet | Sqm 11968 | — | 164.95 | 19,74,121.6 |
| 47 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm 1176 | — | 2,017.6 | 23,72,697.6 |
| 48 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each 12 | — | 6,767.4 | 81,208.8 |
| 49 | W.C. pan with ISI marked white solid plastic seat and lid | Each 12 | — | 6,515.55 | 78,186.6 |
| 50 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each 12 | — | 6,258.75 | 75,105 |
| 51 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each 30 | — | 2,648.85 | 79,465.5 |
| 52 | 32 mm dia | Each 42 | — | 103.9 | 4,363.8 |
| 53 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each 30 | — | 1,607.95 | 48,238.5 |
| 54 | C.P. brass | Each 24 | — | 803.7 | 19,288.8 |
| 55 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each 30 | — | 168.35 | 5,050.5 |
| 56 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each 30 | — | 231.95 | 6,958.5 |
| 57 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre 150 | — | 477.85 | 71,677.5 |
| 58 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre 150 | — | 515.2 | 77,280 |
| 59 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre 240 | — | 265.05 | 63,612 |
| 60 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre 3060 | — | 1,301.35 | 39,82,131 |
| 61 | 150 mm dia pipe | Metre 1879 | — | 2,037 | 38,27,523 |
| 62 | 150 mm diameter pipe | Each 183 | — | 744.85 | 1,36,307.55 |
| 63 | Supplying pig lead at site of work. | Quintal 2 | — | 29,875.4 | 59,750.8 |
| 64 | 300 mm dia. R.C.C. pipe | Metre 6120 | — | 994.3 | 60,85,116 |
| 65 | Circular shape 560 mm internal diameter | Each 70 | — | 1,675.7 | 1,17,299 |
| 66 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each 70 | — | 8,150.5 | 5,70,535 |
| 67 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | cum 16 | — | 8,042.3 | 1,28,676.8 |
| Schedule total | ₹46,12,97,457.8 | ||||
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