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Tender Value
₹1.6 Cr
EMD Value
₹2.3 L
Closing Date
19 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
16 conditions · 5 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). "
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.
" (1) In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii) One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b (1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b) (2) In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarized, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. (As per clause 10.1 (a), (b 1, 2, 3) of GCC 2022)".
The tenderers/ their sub-contractor should possess a valid Electrical contractor license in the name of participating firm/ company as per IE rules 1956, Clause 45 otherwise offer shall be SUMMARILY REJECTED. Necessary documents to be submitted in this regard.
15 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.
Improvement of suits in ORH & SRH at Chandigarh & Ambala station Under Sr. DEN/I/UMB.
OT-252-UMB-2025-26~NR
OT-252-UMB-2025-26
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹2.3 L
19 Dec 2025
26 Nov 2025
5 Dec 2025
83 items across 2 schedules · ₹5,29,600.75 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 40 | 6,326.05 | 2,53,042 |
| 2 | cum | 5 | 10,719.3 | 53,596.5 | |
| 3 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 12 | 608.35 | 7,300.2 |
| 4 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 15 | 814.95 | 12,224.25 |
| 5 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 150 | 89.65 | 13,447.5 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 12 | 6,658.25 | 79,899 |
| 7 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 8,512.1 | 85,121 |
| 8 | Red sand stone - 30mm thick gang saw cut stone | Sqm | 25 | 2,459.7 | 61,492.5 |
| 9 | White sand stone - 30mm thick gang saw cut stone | Sqm | 25 | 2,577.7 | 64,442.5 |
| 10 | Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with machine cut edges sand stone) on walls at all heights using M.S. square/ rectangular tube in the required pattern as per architectural drawing, including cost of cutting, bending, welding etc. The frame work shall be fixed to the wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be welded to the frame and embedded in brick wall with cement concrete block 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size 300x230x300 mm, including cost of necessary centring and shuttering and with approved expansion hold fasteners on CC/RCC surface, including drilling necessary holes. Approved cramps/ pins etc. shall be welded to the frame work to support stone cladding, the steel work will be given a priming coat of Zinc primer as approved by Engineer-in-charge and painted with two or more coats of epoxy paint (Shop drawings shall be submitted by the contractor to the Engineer-in-charge for approval before execution). The frame work shall be fixed in true horizontal & vertical lines/planes. (Only structural steel frame work shall be measured for the purpose of payment, stainless steel cramps shall be paid for separately and nothing extra shall be paid). | Kg | 250 | 220 | 55,000 |
| 11 | Decorative veneer facings approved manufacture | Sqm | 150 | 1,645.8 | 2,46,870 |
| 12 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 85 | 2,015.75 | 1,71,338.75 |
| 13 | Kiln seasoned and chemically treated hollock wood | Sqm | 15 | 3,140.15 | 47,102.25 |
| 14 | 25 mm dia (heavy type) | Metre | 25 | 159.35 | 3,983.75 |
| 15 | 125x85x5.5 mm (heavy type) | Each | 18 | 228.9 | 4,120.2 |
| 16 | 250x10 mm | Each | 25 | 374.35 | 9,358.75 |
| 17 | 125 mm | Each | 52 | 205.1 | 10,665.2 |
| 18 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 15 | 1,025.65 | 15,384.75 |
| 19 | 150x10 mm | Each | 20 | 75.55 | 1,511 |
| 20 | 125 mm | Each | 10 | 60.05 | 600.5 |
| 21 | Single rubber stopper | Each | 15 | 35.5 | 532.5 |
| 22 | Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers and a pair of anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. complete. | Each | 10 | 739.8 | 7,398 |
| 23 | Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on the edges of the Pre-laminated particle board as per direction of Engineer-in-charge. | Metre | 20 | 85.6 | 1,712 |
| 24 | Triple strip vertical type | Each | 6 | 44.85 | 269.1 |
| 25 | Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.) | Sqm | 15 | 10,443.75 | 1,56,656.25 |
| 26 | Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area of window above 0.75 sqm upto 1.50 sqm). | Sqm | 20 | 9,635.4 | 1,92,708 |
| 27 | Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x 1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. ( Area of window upto 2.50 sqm). | Sqm | 20 | 7,776.7 | 1,55,534 |
| 28 | Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 0.75 sqm.) | Sqm | 10 | 10,347.05 | 1,03,470.5 |
| 29 | Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately) | Metre | 25 | 500.05 | 12,501.25 |
| 30 | Electric resistance or induction butt welded tubes | Kg | 300 | 140.85 | 42,255 |
| 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 | 835 | 612.25 | 5,11,228.75 |
| 32 | Size of Tile 600 x 1200 mm | Sqm | 140 | 1,407.05 | 1,96,987 |
| 33 | Size of Tile 600 x 1200 mm | Sqm | 400 | 1,612.75 | 6,45,100 |
| 34 | Size of Tile 600 x 600 mm | Sqm | 100 | 1,311.05 | 1,31,105 |
| 35 | Size of Tile 800x800 mm | Sqm | 325 | 205.15 | 66,673.75 |
| 36 | In 75x75 mm deep chase | Metre | 150 | 260.2 | 39,030 |
| 37 | Flat surfaces | Sqm | 300 | 1,421.25 | 4,26,375 |
| 38 | Curved surfaces | Sqm | 50 | 1,708.05 | 85,402.5 |
| 39 | 110 mm diameter | Metre | 15 | 319.75 | 4,796.25 |
| 40 | 110 mm | Each | 25 | 119.95 | 2,998.75 |
| 41 | 110 mm bend | Each | 15 | 132 | 1,980 |
| 42 | 110 mm | Each | 40 | 309.5 | 12,380 |
| 43 | 12.5 mm thick tapered edge gypsum moisture resistant board | Sqm | 30 | 1,300.5 | 39,015 |
| 44 | 2 mm thick flat | Sqm | 20 | 1,048.5 | 20,970 |
| 45 | 1:4 (1 cement: 4 fine sand) | Sqm | 125 | 294.85 | 36,856.25 |
| 46 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 750 | 214.3 | 1,60,725 |
| 47 | 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 | 50 | 245 | 12,250 |
| 48 | 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 | 750 | 158.95 | 1,19,212.5 |
| 49 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 750 | 20.85 | 15,637.5 |
| 50 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 60 | 478 | 28,680 |
| 51 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 125 | 577.9 | 72,237.5 |
| 52 | Providing and laying in situ seven course water proofing treatment with APP (Atactic poly- propylene) modified Polymeric memberane over roof consisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). | Sqm | 125 | 615 | 76,875 |
| 53 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 40 | 2,007.1 | 80,284 |
| 54 | Of area 3 sq. metres and below | Each | 50 | 302.7 | 15,135 |
| 55 | Of area beyond 3 sq. metres | Each | 5 | 414.55 | 2,072.75 |
| 56 | Of area 3 sq. metres and below | Each | 20 | 118.3 | 2,366 |
| 57 | Of area beyond 3 sq. metres | Each | 10 | 155.75 | 1,557.5 |
| 58 | For thickness of tiles 10 mm to 25 mm | Sqm | 125 | 60.5 | 7,562.5 |
| 59 | 15 mm to 40 mm nominal bore | Metre | 60 | 124.1 | 7,446 |
| 60 | Up to 150 mm diameter | Metre | 10 | 340.7 | 3,407 |
| 61 | Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead. | Each | 15 | 744.6 | 11,169 |
| 62 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 350 | 45.05 | 15,767.5 |
| 63 | 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 | 45 | 219.35 | 9,870.75 |
| 64 | 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 | 60 | 8,277.55 | 4,96,653 |
| 65 | Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge. | Each | 2 | 16,100.4 | 32,200.8 |
| 66 | 20 mm nominal dia Pipes | Metre | 30 | 275.25 | 8,257.5 |
| 67 | 32 mm nominal dia Pipes | Metre | 20 | 435.05 | 8,701 |
| 68 | 40 mm nominal dia Pipes | Metre | 20 | 559.2 | 11,184 |
| 69 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | Litre | 5000 | 9.7 | 48,500 |
| 70 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 200 | 466.3 | 93,260 |
| 71 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 150 | 564.8 | 84,720 |
| 72 | Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Each | 40 | 449.55 | 17,982 |
| 73 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 40 | 560.85 | 22,434 |
| 74 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 60 | 4,540.7 | 2,72,442 |
| 75 | Cement mortar 1:3 (1 cement : 3 coarse sand) | cum | 5 | 14,275.75 | 71,378.75 |
| 76 | Frame size 65 x 150 mm | Metre | 115 | 1,481.85 | 1,70,412.75 |
| 77 | 35 mm thick | Sqm | 50 | 4,929.8 | 2,46,490 |
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