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Tender Value
₹5.8 Cr
EMD Value
₹11.5 L
Closing Date
4 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: Supply, design, erection commissioning of sewage or effluent treatment plant.
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.
Provision of STP (Sewage Treatment Plant) of capacity 1 MLD & sewerage connectivity in Old Railway Colony Ambala Cantt on UMB-KLK section.
OT-13-UMB-2026-27
OT-13-UMB-2026-27
Open
Works - General
12 Months
Ambala, Haryana
₹0
₹11.5 L
4 May 2026
10 Apr 2026
20 Apr 2026
109 items across 3 schedules · ₹3,84,94,889.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 50 | 234.05 | 11,702.5 |
| 2 | All kinds of soil | cum | 5000 | 205.45 | 10,27,250 |
| 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 | 2500 | 253.95 | 6,34,875 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 40 | 2,161.2 | 86,448 |
| 5 | All kinds of soil | Sqm | 174.2 | 28.15 | 4,903.73 |
| 6 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 160 | 7.4 | 1,184 |
| 7 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 20 | 7,365.15 | 1,47,303 |
| 8 | 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 | 300 | 6,326.05 | 18,97,815 |
| 9 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 400 | 6,050.65 | 24,20,260 |
| 10 | 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 | 120 | 8,364.2 | 10,03,704 |
| 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 | 60 | 10,185.05 | 6,11,103 |
| 12 | cum | 12 | 10,719.3 | 1,28,631.6 | |
| 13 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1900 | 307.95 | 5,85,105 |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 200 | 669.55 | 1,33,910 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 430 | 766.55 | 3,29,616.5 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 270 | 608.35 | 1,64,254.5 |
| 17 | Under 20 cm wide | Metre | 550 | 181.9 | 1,00,045 |
| 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 | 35 | 9,673.5 | 3,38,572.5 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 68000 | 89.65 | 60,96,200 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3300 | 89.65 | 2,95,845 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 200 | 8,825.35 | 17,65,070 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 500 | 10,477.75 | 52,38,875 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 260 | 6,882 | 17,89,320 |
| 24 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 80 | 6,658.25 | 5,32,660 |
| 25 | With F.P.S.(non modular) bricks | cum | 50 | 8,030.6 | 4,01,530 |
| 26 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 12 | 837.85 | 10,054.2 |
| 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 | 750 | 1,063.45 | 7,97,587.5 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 15 | 2,015.75 | 30,236.25 |
| 29 | 20 mm dia | Metre | 20 | 375.25 | 7,505 |
| 30 | 300x16 mm | Each | 10 | 260.3 | 2,603 |
| 31 | 150x10 mm | Each | 10 | 75.55 | 755.5 |
| 32 | 125 mm | Each | 10 | 60.05 | 600.5 |
| 33 | 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 | 5000 | 111.95 | 5,59,750 |
| 34 | Hot finished welded type tubes | Kg | 1000 | 154.9 | 1,54,900 |
| 35 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 140 | 142.3 | 19,922 |
| 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 | 2100 | 612.25 | 12,85,725 |
| 37 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 500 | 545 | 2,72,500 |
| 38 | Dark shade pigment using ordinary cement | Sqm | 150 | 1,240.75 | 1,86,112.5 |
| 39 | 25 mm thick | Sqm | 80 | 1,706.6 | 1,36,528 |
| 40 | Size of Tile 600 x 600 mm | Sqm | 100 | 1,286.6 | 1,28,660 |
| 41 | With residual type petroleum bitumen of grade VG -10 | Sqm | 80 | 133.15 | 10,652 |
| 42 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 40 | 905.8 | 36,232 |
| 43 | In 75x75 mm deep chase | Metre | 170 | 260.2 | 44,234 |
| 44 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 45 | 110 mm bend | Each | 5 | 132 | 660 |
| 46 | 110 mm Shoe | Each | 5 | 115.95 | 579.75 |
| 47 | 110 mm | Each | 5 | 309.5 | 1,547.5 |
| 48 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. | Each | 25 | 47.9 | 1,197.5 |
| 49 | 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 | 120 | 671.55 | 80,586 |
| 50 | Ridges plain (500 - 600mm) | Metre | 120 | 450.6 | 54,072 |
| 51 | Gutter (600 mm over all girth) | Metre | 180 | 1,110.6 | 1,99,908 |
| 52 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 282 | 2,82,000 |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1200 | 307.25 | 3,68,700 |
| 54 | Flush/ Ruled pointing | Sqm | 350 | 319.35 | 1,11,772.5 |
| 55 | Water thinnable cement primer | Sqm | 800 | 64.45 | 51,560 |
| 56 | 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 | 3000 | 158.95 | 4,76,850 |
| 57 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 800 | 191.4 | 1,53,120 |
| 58 | 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 | 800 | 123.85 | 99,080 |
| 59 | One or more coats on old work | Sqm | 400 | 86.55 | 34,620 |
| 60 | One or more coats on old work | Sqm | 982.15 | 50.6 | 49,696.79 |
| 61 | Old work (one or more coats applied @ 0.83 ltr/10 sqm). | Sqm | 700 | 74.1 | 51,870 |
| 62 | 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 | 75 | 865.8 | 64,935 |
| 63 | On bituminous surface @ 0.25kg/sqm | Sqm | 750 | 10.85 | 8,137.5 |
| 64 | With paving asphalt grade VG - 30 with no solvent | Sqm | 750 | 501.7 | 3,76,275 |
| 65 | 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 | 60 | 7,399.2 | 4,43,952 |
| 66 | Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer | cum | 10 | 10,006.65 | 1,00,066.5 |
| 67 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 5,781.35 | 11,562.7 |
| 68 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 3 | 5,268.85 | 15,806.55 |
| 69 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 3 | 1,913.75 | 5,741.25 |
| 70 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 3 | 1,500.05 | 4,500.15 |
| 71 | Size 600x450x200 mm | Each | 2 | 5,610.85 | 11,221.7 |
| 72 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. | Each | 5 | 299.35 | 1,496.75 |
| 73 | 32 mm dia | Each | 7 | 90.95 | 636.65 |
| 74 | Rectangular shape 453x357 mm | Each | 2 | 1,158.95 | 2,317.9 |
| 75 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 100 | 254.95 | 25,495 |
| 76 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 152 | 316.1 | 48,047.2 |
| 77 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 100 | 654.65 | 65,465 |
| 78 | PN - 10 Pipe, 90 mm OD (SDR-11) | Metre | 50 | 1,223.9 | 61,195 |
| 79 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 180 | 1,689.5 | 3,04,110 |
| 80 | PPR Union 25mm | Each | 10 | 362.65 | 3,626.5 |
| 81 | PPR Union 63mm | Each | 10 | 951.35 | 9,513.5 |
| 82 | 15 mm nominal bore | Each | 5 | 348.85 | 1,744.25 |
| 83 | 15 mm nominal bore | Each | 5 | 85.2 | 426 |
| 84 | Class I | Each | 4 | 4,097.9 | 16,391.6 |
| 85 | 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 | 3000 | 9.7 | 29,100 |
| 86 | 15 mm nominal bore | Each | 5 | 434.2 | 2,171 |
| 87 | 15 mm nominal bore | Each | 5 | 594.75 | 2,973.75 |
| 88 | 15mm nominal bore | Each | 5 | 500.35 | 2,501.75 |
| 89 | 100 mm dia. R.C.C. pipe | Metre | 500 | 447.25 | 2,23,625 |
| 90 | 300 mm dia. R.C.C. pipe | Metre | 451 | 902.05 | 4,06,824.55 |
| 91 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 16 | 22,951.95 | 3,67,231.2 |
| 92 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 10 | 9,068.35 | 90,683.5 |
| 93 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 9 | 49,193 | 4,42,737 |
| 94 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 7 | 21,103.4 | 1,47,723.8 |
| 95 | With 20x20 mm square bar | Each | 90 | 461.35 | 41,521.5 |
| 96 | With 20 mm diameter round bar | Each | 200 | 420 | 84,000 |
| 97 | With 20x20 mm square bar | Each | 75 | 564.6 | 42,345 |
| 98 | Square shape 450 mm internal dimension | Each | 60 | 1,257.4 | 75,444 |
| 99 | Circular shape 560 mm internal diameter | Each | 60 | 1,494.2 | 89,652 |
| 100 | 450 mm dia RCC pipes. | Metre | 190 | 2,385.5 | 4,53,245 |
| 101 | 600 mm dia RCC pipes. | Metre | 400 | 3,051.55 | 12,20,620 |
| 102 | 900 mm dia RCC pipes. | Metre | 100 | 4,821.65 | 4,82,165 |
| 103 | For vertical surface two coats @ 0.70 kg per sqm | Sqm | 1400 | 406.25 | 5,68,750 |
| Schedule total | ₹3,78,20,526.07 | ||||
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