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Tender Value
₹11.1 Cr
EMD Value
₹22.1 L
Closing Date
9 Sept 2026, 3:00 pm
Yes (up to 3 members)
No
Two Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
90 days
Expenditure
Capital (Works)
ENGINEERIN
15 conditions · 4 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 payments"" 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-I/CT/GCC- 2022/Policy dated 14.07.2022, advanced correction slip No. 1)."
For tenders having advertised value more than Rs. 10 crore wherein eligibility criteria include Bid Capacity also, the tenderer will be qualified only if its available bid capacity is equal to or more than the total bid value of the present tender as per Annexure-VII of standard tender document. (Correction slip of GCC-2022, attached).
Tenders costing more than 50.00 Lakhs:- As a 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 · 5 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 e- payment gateway or submitted as Bank Guarantee bond from a scheduled commercial bank of India or as mentioned in tender documents. (Annexure-VII-A).
In case, submission of Bid Security in the form of Bank Guarantee, following shall be ensured: (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 90 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. (Annexure-VII-A, as per attached standard tender documents & Annexure-VI-A of GCC-2022).
Tenderers 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.
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-Tendering. (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: 07.04.2015.
Tenderers are advised to make workers wage/salary payment through workers bank account to ensure making payment during the wage period in Railway's Shramik Kalyan portal.
All latest and up to date Correction slips of General Conditions of Contract (GCC)-April-2022 and Standard Tender Document (STD)-2022 Shall be applicable.
(I) Raising of PF no. 1 from Rail Level to High Level and extension upto 600m alongwith provision of 3.0 m wide Foot Over Bridge to connect PF no. 1 & 2 at Shambhu station on UMB - LDH section.(II) Raising of existing Platform no. 2 to High level at Shambhu and provision of lifts 2 nos. at Shambhu and 3 nos at Sarai Banjara station and Provision of Tactile Guiding and Warning tiles at Platforms on Fatehgarh Sahib, Bassi Pathanam, Noganwan, New Morinda, Morinda, Kurali, Mianpur, Rupnagar, Ghanauli, Bharatgarh, Kiratpur Sahib, Nangal Dam, Raimehatpur, Una Himachal, Panoh, Churaru Takrala, Amb Andaura, Chintpurni Marg, Daulatpur Chowk, Ambala City, Rajpura, Sarai Banjara, Sirhind.
OT-140-UMB-2026-27~NR
OT-140-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹22.1 L
19 Aug 2026
19 Aug 2026
26 Aug 2026
105 items across 2 schedules · ₹1,34,16,692.76 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 1km | cum | 32 | 180.4 | 5,772.8 |
| 2 | 1km | cum | 20 | 144.32 | 2,886.4 |
| 3 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 41 | 234.05 | 9,596.05 |
| 4 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 36 | 234.05 | 8,425.8 |
| 5 | All kinds of soil | cum | 1305 | 205.45 | 2,68,112.25 |
| 6 | 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 | 510 | 253.95 | 1,29,514.5 |
| 7 | 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 | 5540 | 368.65 | 20,42,321 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 570 | 2,161.2 | 12,31,884 |
| 9 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 80 | 6,670.25 | 5,33,620 |
| 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 | 1176 | 6,326.05 | 74,39,434.8 |
| 11 | Foundations, footings, bases for columns | Sqm | 200 | 307.95 | 61,590 |
| 12 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 13 | 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 | 75 | 8,364.2 | 6,27,315 |
| 14 | 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 | 100 | 10,185.05 | 10,18,505 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 300 | 307.95 | 92,385 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 766.55 | 2,29,965 |
| 17 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 30927 | 89.65 | 27,72,605.55 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 33000 | 89.65 | 29,58,450 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 30 | 6,882 | 2,06,460 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 600 | 6,658.25 | 39,94,950 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 5 | 5,746.8 | 28,734 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 365 | 8,288.35 | 30,25,247.75 |
| 24 | 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 | 300 | 1,063.45 | 3,19,035 |
| 25 | 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 | 790 | 4,474.2 | 35,34,618 |
| 26 | 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 | 33500 | 111.95 | 37,50,325 |
| 27 | Electric resistance or induction butt welded tubes | Kg | 79600 | 140.85 | 1,12,11,660 |
| 28 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 3000 | 88.5 | 2,65,500 |
| 29 | Providing and fixing bolts including nuts and washers complete. | Kg | 550 | 140.15 | 77,082.5 |
| 30 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6070 | 142.3 | 8,63,761 |
| 31 | 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 | 4500 | 612.25 | 27,55,125 |
| 32 | Light shade pigment using white cement | Sqm | 800 | 1,233.05 | 9,86,440 |
| 33 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. | Sqm | 300 | 935.6 | 2,80,680 |
| 34 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 651 | 2,589.9 | 16,86,024.9 |
| 35 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 80 | 3,908.8 | 3,12,704 |
| 36 | 110 mm diameter | Metre | 370 | 319.75 | 1,18,307.5 |
| 37 | 110 mm | Each | 390 | 119.95 | 46,780.5 |
| 38 | 110x110x110 mm | Each | 55 | 205.45 | 11,299.75 |
| 39 | 110x110x110 mm | Each | 55 | 190.75 | 10,491.25 |
| 40 | 110 mm bend | Each | 55 | 132 | 7,260 |
| 41 | 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 | 4650 | 671.55 | 31,22,707.5 |
| 42 | Ridges plain (500 - 600mm) | Metre | 430 | 450.6 | 1,93,758 |
| 43 | Flashings/ Aprons.( Upto 600 mm) | Metre | 480 | 412.85 | 1,98,168 |
| 44 | 1:4 (1 cement: 4 coarse sand) | Sqm | 300 | 307.25 | 92,175 |
| 45 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1800 | 294.35 | 5,29,830 |
| 46 | 1:4 (1 cement: 4 coarse sand) | Sqm | 300 | 354.5 | 1,06,350 |
| 47 | In one coat | Sqm | 160 | 587.2 | 93,952 |
| 48 | Two or more coats on new work | Sqm | 4000 | 121.45 | 4,85,800 |
| 49 | Two coats | Sqm | 1500 | 116.05 | 1,74,075 |
| 50 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 908 | 2,007.1 | 18,22,446.8 |
| 51 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 8 | 2,328.55 | 18,628.4 |
| 52 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge. | cum | 8 | 347.9 | 2,783.2 |
| 53 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 50 | 219.35 | 10,967.5 |
| 54 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 40 | 865.8 | 34,632 |
| 55 | Cement concrete prepared with batch mixing machine | cum | 50 | 9,492.9 | 4,74,645 |
| 56 | Overhead informatory road signage | Sqm | 140 | 5,609.55 | 7,85,337 |
| 57 | 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 | 1180 | 8,277.55 | 97,67,509 |
| 58 | 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 | 15300 | 1,719 | 2,63,00,700 |
| 59 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1100 | 932.35 | 10,25,585 |
| 60 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 700 | 1,011.2 | 7,07,840 |
| 61 | Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 15,115.4 | 30,230.8 |
| 62 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 2 | 3,459.05 | 6,918.1 |
| 63 | Orissa pattern W.C. pan 580x440 mm | Each | 6 | 414.75 | 2,488.5 |
| 64 | 10 litre capacity - White | Each | 6 | 1,023.05 | 6,138.3 |
| 65 | 10 litre (full flush) capacity-white | Each | 6 | 1,930.85 | 11,585.1 |
| 66 | Flat back wash basin of size 550x400 mm | Each | 2 | 915.45 | 1,830.9 |
| 67 | 32 mm dia | Each | 3 | 104.35 | 313.05 |
| 68 | 40 mm dia | Each | 3 | 104.35 | 313.05 |
| 69 | 25 mm nominal dia Pipes | Metre | 100 | 370.65 | 37,065 |
| 70 | 32 mm nominal dia Pipes | Metre | 100 | 435.05 | 43,505 |
| 71 | 50 mm dia nominal bore | Metre | 140 | 654.2 | 91,588 |
| 72 | 32 mm nominal bore. | Each | 200 | 589.9 | 1,17,980 |
| 73 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 30 | 96.45 | 2,893.5 |
| 74 | 300 mm dia. R.C.C. pipe | Metre | 465 | 902.05 | 4,19,453.25 |
| 75 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 600 | 433.95 | 2,60,370 |
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