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Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
11 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
ENGINEERIN
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 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.
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.
Extension of POH/IOH Shed, insp. pit and insp. room, electric & electronic test lab, pneumatic test lab, Admin Block and Rest Room for TMC staff at BTI & Creation of Infrastructural facilities for ART/SRE, KLK and SPARMV BTI (Civil works at BTI only).
OT-17-UMB-2026-27
OT-17-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹5.1 L
11 May 2026
20 Apr 2026
27 Apr 2026
103 items across 1 schedule · ₹2,87,34,586.31 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 600 | 205.45 | 1,23,270 |
| 2 | All kinds of soil. | cum | 20 | 286.85 | 5,737 |
| 3 | 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 | 15 | 253.95 | 3,809.25 |
| 4 | 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 | 120 | 368.65 | 44,238 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 10 | 2,161.2 | 21,612 |
| 6 | All kinds of soil | Sqm | 500 | 28.15 | 14,075 |
| 7 | 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 | 270 | 6,326.05 | 17,08,033.5 |
| 8 | 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 | 1 | 9,793.75 | 9,793.75 |
| 9 | 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 | 12 | 370.85 | 4,450.2 |
| 10 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. | Sqm | 12 | 113.85 | 1,366.2 |
| 11 | 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 | 1 | 8,364.2 | 8,364.2 |
| 12 | cum | 8 | 10,719.3 | 85,754.4 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 150 | 307.95 | 46,192.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 820 | 766.55 | 6,28,571 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 401 | 608.35 | 2,43,948.35 |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 804.25 | 2,01,062.5 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 5 | 814.95 | 4,074.75 |
| 18 | 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 | .3 | 9,673.5 | 2,902.05 |
| 19 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 30810 | 89.65 | 27,62,116.5 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 8,683.8 | 8,68,380 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 310 | 10,306.2 | 31,94,922 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 82 | 688.45 | 56,452.9 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 165 | 6,658.25 | 10,98,611.25 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 530 | 8,288.35 | 43,92,825.5 |
| 25 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 105 | 1,018.05 | 1,06,895.25 |
| 26 | Area of slab over 0.50 sqm | Sqm | 15 | 3,301.45 | 49,521.75 |
| 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 | 250 | 1,063.45 | 2,65,862.5 |
| 28 | Kiln seasoned and chemically treated hollock wood | cum | .8 | 74,199.7 | 59,359.76 |
| 29 | 35 mm thick shutters | Sqm | 53 | 2,511.95 | 1,33,133.35 |
| 30 | Kiln seasoned and chemically treated hollock wood | Sqm | 36 | 2,039.8 | 73,432.8 |
| 31 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 2 | 1,897.1 | 3,794.2 |
| 32 | Kiln seasoned and chemically treated hollock wood | Sqm | 45 | 3,140.15 | 1,41,306.75 |
| 33 | Fixed to steel windows by welding | Kg | 1000 | 181 | 1,81,000 |
| 34 | With 12 mm mild steel U beading | Sqm | 104 | 812.4 | 84,489.6 |
| 35 | 125x65x2.12 mm | Each | 50 | 48 | 2,400 |
| 36 | 250x16 mm | Each | 30 | 165.9 | 4,977 |
| 37 | 200x10 mm | Each | 30 | 61.05 | 1,831.5 |
| 38 | 125 mm | Each | 30 | 35.2 | 1,056 |
| 39 | 250x16 mm | Each | 4 | 234.9 | 939.6 |
| 40 | 250x10 mm | Each | 8 | 104.4 | 835.2 |
| 41 | 125 mm | Each | 10 | 60.05 | 600.5 |
| 42 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm 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 | 75 | 408.25 | 30,618.75 |
| 43 | 30 mm thick plain PVC door shutters | Sqm | 25 | 2,455.1 | 61,377.5 |
| 44 | 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 | 3000 | 93.05 | 2,79,150 |
| 45 | 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 | 33610 | 111.95 | 37,62,639.5 |
| 46 | Hot finished seamless type tubes | Kg | 2400 | 168.95 | 4,05,480 |
| 47 | Electric resistance or induction butt welded tubes | Kg | 5500 | 140.85 | 7,74,675 |
| 48 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. | Each | 25 | 185.2 | 4,630 |
| 49 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete | Kg | 900 | 102.25 | 92,025 |
| 50 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 900 | 142.3 | 1,28,070 |
| 51 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 100 | 940.3 | 94,030 |
| 52 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 620 | 545 | 3,37,900 |
| 53 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. | Sqm | 150 | 855.9 | 1,28,385 |
| 54 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 7 | 7,958.65 | 55,710.55 |
| 55 | 40 mm wide and 4 mm thick | Metre | 100 | 79.5 | 7,950 |
| 56 | 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 | 50 | 935.6 | 46,780 |
| 57 | Size of Tile 600x600 mm | Sqm | 300 | 1,416.65 | 4,24,995 |
| 58 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 300 | 905.8 | 2,71,740 |
| 59 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 60 | 110 mm | Each | 6 | 119.95 | 719.7 |
| 61 | 110x110x110 mm | Each | 5 | 205.45 | 1,027.25 |
| 62 | 110 mm bend | Each | 4 | 132 | 528 |
| 63 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 300 | 1,179.25 | 3,53,775 |
| 64 | 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 | 1011 | 671.55 | 6,78,937.05 |
| 65 | Ridges plain (500 - 600mm) | Metre | 33 | 450.6 | 14,869.8 |
| 66 | 1:4 (1 cement: 4 fine sand) | Sqm | 100 | 294.85 | 29,485 |
| 67 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 282 | 3,66,600 |
| 68 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 324.3 | 4,21,590 |
| 69 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1450 | 162.55 | 2,35,697.5 |
| 70 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 100 | 97.6 | 9,760 |
| 71 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 1560 | 166.85 | 2,60,286 |
| 72 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 20 | 61.45 | 1,229 |
| 73 | Two or more coats on new work | Sqm | 780 | 131.45 | 1,02,531 |
| 74 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 150 | 191.4 | 28,710 |
| 75 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 15 | 2,007.1 | 30,106.5 |
| 76 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 15 | 1,239.6 | 18,594 |
| 77 | 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 | 25 | 7,399.2 | 1,84,980 |
| 78 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | Sqm | 2200 | 951 | 20,92,200 |
| 79 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 20 | 1,011.2 | 20,224 |
| 80 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 6 | 5,781.35 | 34,688.1 |
| 81 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 5 | 5,426.8 | 27,134 |
| 82 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 8,115.55 | 24,346.65 |
| 83 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 8 | 1,318.35 | 10,546.8 |
| 84 | White glazed fire clay kitchen sink of size 600x450x 250 mm | Each | 2 | 3,302.95 | 6,605.9 |
| 85 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 50 | 439.9 | 21,995 |
| 86 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 30 | 501.6 | 15,048 |
| 87 | PN - 16 Pipe, 32mm OD (SDR-7.4) | Metre | 100 | 542.1 | 54,210 |
| 88 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 100 | 268.2 | 26,820 |
| 89 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 30 | 320.6 | 9,618 |
| 90 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 100 | 419.25 | 41,925 |
| 91 | PPR Union 20mm | Each | 10 | 295.75 | 2,957.5 |
| 92 | PPR Union 25mm | Each | 12 | 362.65 | 4,351.8 |
| 93 | PPR Union 32mm | Each | 10 | 416.15 | 4,161.5 |
| 94 | PPR Union 40mm | Each | 10 | 509.8 | 5,098 |
| 95 | 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 | 2000 | 9.7 | 19,400 |
| 96 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 109.85 | 2,197 |
| 97 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 98 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 180.8 | 1,808 |
| 99 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 45.25 | 452.5 |
| 100 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 161.55 | 1,615.5 |
| 101 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 10 | 136.6 | 1,366 |
| 102 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 6 | 106.15 | 636.9 |
| 103 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 6 | 96.75 | 580.5 |
| Schedule total | ₹2,87,34,586.31 | ||||
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