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Tender Value
₹9.9 Cr
EMD Value
₹19.7 L
Closing Date
6 Jun 2026, 2:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGG. GS
14 conditions · 3 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 payment" 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-VIIB (as per standard tender document), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited Balance Sheet. (As per Rly. Board letter No. 2022/CE-1/CT/GCC-2022/Policy dated 14.07.2022, advanced correction slip No. 1).
"Tenders costing more than 50.00 Lakhs: As per proof of experience/competency, 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. Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender".
SIMILAR NATURE OF WORK:- "ANY CIVIL WORK OTHER THAN TRACK WORK".
16 conditions · 6 needing a document upload
Tenderers are required to upload self attested/digitally signed scanned copy of eligibility documents such as mandatory credentials, affidavit, partnership deed, power of attorney, PAN, GST/TIN, Firm/Company registration/MOA/MOU/AOA etc.
The Bid Security shall be deposited either in cash through epayment gateway or submitted as Bank Guarantee Bond from a scheduled commercial bank of India or as mentioned in tender document (Annexure-VII-A)
An undertaking by all partners of the partnership firm/LLP/JV that they are not blacklisted or debarred by Railways or any other Ministry/Department of the Govt. of India from participation in tenders/contracts as on the date of submission of bids, either in their individual capacity or in any firm/LLP or JV in which they were/are partners/members. Any concealment/wrong information in regard to above shall make the bid ineligible or the contract shall be determined under Clause 62 of the Standard General Conditions of Contract (GCC) .
In case, submission of Bid Security in the form of Bank Guarantee, the following shall be ensured: (i) (i)A scanned copy of the Bank Guarantee shall be uploaded on e procurement Portal (IREPS) while applying to the tender. (ii)The original Bank Guarantee should be delivered in person to the official nominated as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of bids). (iii)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 the specified period shall lead to summary rejection of bid. (iv)The Tender Security shall remain valid for a period of 60 days beyond the validity period for the Tender. (v)The details of the BG, physically submitted should match with the details available in the scanned copy and the data entered during bid submission time, failing which the bid will be rejected (vi)The Bank Guarantee shall be placed in an envelope, which shall be sealed. The envelope shall clearly bear the identification "Bid for the ***** Project" and shall clearly indicate the name and address of the Bidder. In addition, the Bid Due Date should be indicated on the right hand top corner of the envelope. (vii)The envelope shall be addressed to the officer and address as mentioned in the tender document. (viii)If the envelope is not sealed and marked as instructed above, the Authority assumes no responsibility for the misplacement or premature opening of the contents of the Bid submitted and consequent losses, if any, suffered by the Bidder.
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.
Tenderers are not required to submit uploaded Tender Document which has uploaded for the information & knowledge of Tenderers. (2) Tenderers are advised to check the tender schedule items, conditions/eligibility criteria etc. before quoting the rates for E-entering. (3) No Post tender correspondence for submission of additional documents shall be entertained after opening of the Technical & Commercial offers. Even suo-moto post tender letters of the tenders shall be treated as NULL & VOID. (Authority: HQ/NR Letter No. 74- W/0/Pt.XXV/WA/Loose Dated 07.4.2015.
Tenders are advised to submit self-attested/digitally signed copy of Bank Particulars i.e. Bank Name, Bank Account No., IFSC Code as per Annexure-XII of tender document for any smooth transactions.
Tenderers are advised to update continue Sramik Kalkyan Portal of tender website a n d make workers wage/salary payment through workers bank account to ensure making payment.
Balance work at Sirhind, Nangal Dam & Rupnagar Railway Station in connection with 12.0 m wide FOB under Amrit Bharat Station Scheme.
05-GS-Engg-UMB-2026-27
05-GS-Engg-UMB-2026-27
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹19.7 L
6 Jun 2026
15 May 2026
23 May 2026
84 items across 1 schedule · ₹10,37,70,247.07 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Beyond 10 km upto 20 km per km | cum- km | 11000 | 15.78 | 1,73,580 |
| 2 | 5km | Tonne | 10 | 193.03 | 1,930.3 |
| 3 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | cum | 270 | 411.3 | 1,11,051 |
| 4 | All kinds of soil | cum | 1964 | 205.45 | 4,03,503.8 |
| 5 | Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia | Metre | 400 | 1,074 | 4,29,600 |
| 6 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 467 | 76.4 | 35,678.8 |
| 7 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 4360 | 253.95 | 11,07,222 |
| 8 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 550 | 368.65 | 2,02,757.5 |
| 9 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 10 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 100 | 6,326.05 | 6,32,605 |
| 11 | Foundations, footings, bases for columns | Sqm | 40 | 307.95 | 12,318 |
| 12 | Concrete of M15 grade with minimum cement content of 240 kg /cum | cum | 589 | 8,174.75 | 48,14,927.75 |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 257.8 | 307.95 | 79,389.51 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 141 | 669.55 | 94,406.55 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 93 | 766.55 | 71,289.15 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 168 | 608.35 | 1,02,202.8 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 326 | 804.25 | 2,62,185.5 |
| 18 | Under 20 cm wide | Metre | 2522 | 181.9 | 4,58,751.8 |
| 19 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. | Sqm | 386 | 448.8 | 1,73,236.8 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 121000 | 89.65 | 1,08,47,650 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 207 | 8,683.8 | 17,97,546.6 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 20.28 | 8,825.35 | 1,78,978.1 |
| 23 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 6 | 8,966.95 | 53,801.7 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 245 | 10,589.35 | 25,94,390.75 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38 | 6,658.25 | 2,53,013.5 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 232 | 8,288.35 | 19,22,897.2 |
| 27 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. | Sqm | 89 | 1,063.45 | 94,647.05 |
| 28 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1035 | 4,474.2 | 46,30,797 |
| 29 | With 12 mm mild steel U beading | Sqm | 40 | 812.4 | 32,496 |
| 30 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1800 | 93.05 | 1,67,490 |
| 31 | 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 | 36500 | 111.95 | 40,86,175 |
| 32 | Electric resistance or induction butt welded tubes | Kg | 182050 | 140.85 | 2,56,41,742.5 |
| 33 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 2950 | 88.5 | 2,61,075 |
| 34 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 1663 | 102.25 | 1,70,041.75 |
| 35 | E.R.W. tubes | Kg | 1100 | 150.4 | 1,65,440 |
| 36 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 8290 | 612.25 | 50,75,552.5 |
| 37 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 720 | 1,160 | 8,35,200 |
| 38 | Size of Tile 600 x 600 mm | Sqm | 40 | 1,286.6 | 51,464 |
| 39 | Size of Tile 600 x 600 mm | Sqm | 43 | 1,311.05 | 56,375.15 |
| 40 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1583 | 2,589.9 | 40,99,811.7 |
| 41 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 2712 | 2,677.9 | 72,62,464.8 |
| 42 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 43 | 110 mm bend | Each | 12 | 132 | 1,584 |
| 44 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 4040 | 671.55 | 27,13,062 |
| 45 | Gutter (600 mm over all girth) | Metre | 55 | 1,110.6 | 61,083 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 2280 | 294.85 | 6,72,258 |
| 47 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 575 | 44.25 | 25,443.75 |
| 48 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 680 | 245 | 1,66,600 |
| 49 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 2260 | 158.95 | 3,59,227 |
| 50 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 10000 | 55.5 | 5,55,000 |
| 51 | One coat | Sqm | 60 | 83.5 | 5,010 |
| 52 | Two coats | Sqm | 1200 | 132.65 | 1,59,180 |
| 53 | On steel work | Sqm | 400 | 201.7 | 80,680 |
| 54 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 2110 | 191.4 | 4,03,854 |
| 55 | Two or more coats on new work | Sqm | 6666 | 121.45 | 8,09,585.7 |
| 56 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1180 | 123.85 | 1,46,143 |
| 57 | One coat | Sqm | 4000 | 54.75 | 2,19,000 |
| 58 | Two coats | Sqm | 1260 | 90.05 | 1,13,463 |
| 59 | One or more coats on old work | Sqm | 1000 | 90.85 | 90,850 |
| 60 | One or more coats on old work | Sqm | 3000 | 86.55 | 2,59,650 |
| 61 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 8260 | 63.25 | 5,22,445 |
| 62 | Old work (One or more coat applied @ 0.90 ltr/10 sqm). | Sqm | 4550 | 74.75 | 3,40,112.5 |
| 63 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 58 | 2,007.1 | 1,16,411.8 |
| 64 | 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 | 98 | 2,928.1 | 2,86,953.8 |
| 65 | In cement mortar | cum | 166 | 1,698.45 | 2,81,942.7 |
| 66 | Of area beyond 3 sq. metres | Each | 28 | 414.55 | 11,607.4 |
| 67 | 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 | 2500 | 4.65 | 11,625 |
| 68 | New work (Two or more coats) | Sqm | 510 | 158.5 | 80,835 |
| 69 | Old work (One or more coats) | Sqm | 120 | 157.6 | 18,912 |
| 70 | 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 | 150 | 6,281.6 | 9,42,240 |
| 71 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in- charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 762.18 | 8,277.55 | 63,08,983.06 |
| 72 | 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 i/c 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 | 880 | 2,827.4 | 24,88,112 |
| 73 | With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 570 | 4,537.25 | 25,86,232.5 |
| 74 | 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 | 840 | 1,719 | 14,43,960 |
| 75 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 425 | 932.35 | 3,96,248.75 |
| 76 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 14 | 5,540.55 | 77,567.7 |
| 77 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 13 | 5,268.85 | 68,495.05 |
| 78 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 11 | 1,679.6 | 18,475.6 |
| 79 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 11 | 1,500.05 | 16,500.55 |
| 80 | Orissa pattern W.C. pan of size 580x440 mm | Each | 2 | 2,758.2 | 5,516.4 |
| 81 | Rectangular shape 1500x450 mm | Each | 26 | 1,817.2 | 47,247.2 |
| 82 | 15 mm nominal dia Pipes | Metre | 80 | 255.9 | 20,472 |
| 83 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2100 | 433.95 | 9,11,295 |
| 84 | P r o v id in g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. | Sqm | 887 | 474.15 | 4,20,571.05 |
| Schedule total | ₹10,37,70,247.07 | ||||
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