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Tender Value
₹1.2 Cr
EMD Value
₹2.1 L
Closing Date
9 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Major repair to sewerage/drainage arrangement in RPAR & UHL station/circulating area under ADEN/SIR.
OT-305-UMB-2025-26
OT-305-UMB-2025-26
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹2.1 L
9 Mar 2026
16 Feb 2026
23 Feb 2026
111 items across 2 schedules · ₹1,28,803.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 250 | 205.45 | 51,362.5 |
| 2 | 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 | 105 | 253.95 | 26,664.75 |
| 3 | 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 | 86 | 368.65 | 31,703.9 |
| 4 | All kinds of soil | Sqm | 10800 | 28.15 | 3,04,020 |
| 5 | 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 | 43 | 7,365.15 | 3,16,701.45 |
| 6 | 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 | 86 | 6,326.05 | 5,44,040.3 |
| 7 | 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 43 | 5,660.45 | 2,43,399.35 |
| 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 | 86 | 8,364.2 | 7,19,321.2 |
| 9 | cum | 9 | 10,719.3 | 96,473.7 | |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 860 | 669.55 | 5,75,813 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 21 | 766.55 | 16,097.55 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 21 | 608.35 | 12,775.35 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5400 | 89.65 | 4,84,110 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 193 | 6,882 | 13,28,226 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 86 | 6,658.25 | 5,72,609.5 |
| 16 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 43 | 1,018.05 | 43,776.15 |
| 17 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 74,199.7 | 74,199.7 |
| 18 | 35 mm thick shutters | Sqm | 21 | 2,511.95 | 52,750.95 |
| 19 | Veneered flat pressed three layer or graded wood particle board with commercial veneering on both sides conforming to IS:3097, grade I | Sqm | 15 | 1,711.15 | 25,667.25 |
| 20 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 9 | 1,897.1 | 17,073.9 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 21 | 2,818.5 | 59,188.5 |
| 22 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | Sqm | 64 | 401.4 | 25,689.6 |
| 23 | Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). | Sqm | 43 | 93.65 | 4,026.95 |
| 24 | Kiln seasoned and chemically treated hollock wood | Sqm | 11 | 3,140.15 | 34,541.65 |
| 25 | With 12 mm mild steel U beading | Sqm | 32 | 812.4 | 25,996.8 |
| 26 | 100x58x1.90 mm | Each | 36 | 39.05 | 1,405.8 |
| 27 | 75x47x1.70 mm | Each | 21 | 32.75 | 687.75 |
| 28 | 250x16 mm | Each | 21 | 165.9 | 3,483.9 |
| 29 | 200x10 mm | Each | 54 | 61.05 | 3,296.7 |
| 30 | 150x10 mm | Each | 54 | 53.05 | 2,864.7 |
| 31 | 100x10 mm | Each | 21 | 39.1 | 821.1 |
| 32 | 125 mm | Each | 64 | 35.2 | 2,252.8 |
| 33 | 250x16 mm | Each | 21 | 234.9 | 4,932.9 |
| 34 | 200x10 mm | Each | 21 | 90.8 | 1,906.8 |
| 35 | 125 mm | Each | 107 | 60.05 | 6,425.35 |
| 36 | Twin rubber stopper | Each | 107 | 62.25 | 6,660.75 |
| 37 | 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 | 43 | 408.25 | 17,554.75 |
| 38 | 30 mm thick plain PVC door shutters | Sqm | 21 | 2,455.1 | 51,557.1 |
| 39 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 43 | 702.6 | 30,211.8 |
| 40 | 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge. | Sqm | 11 | 3,963.7 | 43,600.7 |
| 41 | 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 | 107 | 111.95 | 11,978.65 |
| 42 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 11 | 1,243.5 | 13,678.5 |
| 43 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 611 | 545 | 3,32,995 |
| 44 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 3 | 7,958.65 | 23,875.95 |
| 45 | Providing and fixing 1st quality ceramic glazed floor 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 | 21 | 938.5 | 19,708.5 |
| 46 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and matching pigments etc., complete. | Sqm | 54 | 1,107.05 | 59,780.7 |
| 47 | Size of Tile 600x600 mm | Sqm | 54 | 1,416.65 | 76,499.1 |
| 48 | 110 mm diameter | Metre | 32 | 319.75 | 10,232 |
| 49 | 110 mm bend | Each | 32 | 132 | 4,224 |
| 50 | 110 mm Shoe | Each | 32 | 115.95 | 3,710.4 |
| 51 | 1:4 (1 cement: 4 coarse sand) | Sqm | 643 | 307.25 | 1,97,561.75 |
| 52 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1286 | 294.35 | 3,78,534.1 |
| 53 | 1:4 (1 cement: 4 coarse sand) | Sqm | 268 | 354.5 | 95,006 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 804 | 339.1 | 2,72,636.4 |
| 55 | New work (three or more coats) | Sqm | 536 | 32.45 | 17,393.2 |
| 56 | New work (two or more coats) with a base coat of white washing with lime | Sqm | 2200 | 44.25 | 97,350 |
| 57 | Two or more coats on new work | Sqm | 965 | 92.75 | 89,503.75 |
| 58 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2680 | 97.6 | 2,61,568 |
| 59 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 320 | 61.45 | 19,664 |
| 60 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 107 | 55.5 | 5,938.5 |
| 61 | Two or more coats on new work | Sqm | 107 | 131.45 | 14,065.15 |
| 62 | Two or more coats on new work | Sqm | 107 | 115.1 | 12,315.7 |
| 63 | 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 | 106 | 123.85 | 13,128.1 |
| 64 | Two coats | Sqm | 964 | 90.05 | 86,808.2 |
| 65 | One or more coats on old work | Sqm | 321 | 86.55 | 27,782.55 |
| 66 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 536 | 462.3 | 2,47,792.8 |
| 67 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. | Sqm | 485 | 59.75 | 28,978.75 |
| 68 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in- Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) | Litre | 188000 | 0.4 | 75,200 |
| 69 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 750 | 89.45 | 67,087.5 |
| 70 | Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure suction cum jetting sewer cleaning machine fitted with pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity including skilled operator, supervising engineer etc. for cleaning and partial desilting of manholes and dechocking of sewer lines. Dechocking and flushing of sewer line from one manhole to another by high pressure jetting system of 2200 PSI for sewer line from 150mm dia upto 300mm | Metre | 645 | 285.9 | 1,84,405.5 |
| 71 | Orissa pattern W.C Pan of size 580x440 mm | Each | 45 | 3,850.65 | 1,73,279.25 |
| 72 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 73 | 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 | 4 | 2,928.1 | 11,712.4 |
| 74 | In cement mortar | cum | 21 | 1,698.45 | 35,667.45 |
| 75 | 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 | 430 | 45.05 | 19,371.5 |
| 76 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 96 | 1,011.2 | 97,075.2 |
| 77 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 5,781.35 | 1,15,627 |
| 78 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 30 | 2,040.85 | 61,225.5 |
| 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 | 510x1040 mm bowl depth 250 mm | Each | 11 | 6,008.45 | 66,092.95 |
| 81 | 610x460 mm bowl depth 200 mm | Each | 11 | 3,337.85 | 36,716.35 |
| 82 | Orissa pattern W.C. pan of size 580x440 mm | Each | 5 | 2,758.2 | 13,791 |
| 83 | 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 | 11 | 299.35 | 3,292.85 |
| 84 | 10 litre capacity - White | Each | 86 | 1,023.05 | 87,982.3 |
| 85 | 32 mm dia | Each | 75 | 90.95 | 6,821.25 |
| 86 | 40 mm dia | Each | 54 | 104.35 | 5,634.9 |
| 87 | 15 mm nominal dia Pipes | Metre | 375 | 255.9 | 95,962.5 |
| 88 | 20 mm nominal dia Pipes | Metre | 160 | 325.1 | 52,016 |
| 89 | 15 mm nominal dia Pipes | Metre | 55 | 441.15 | 24,263.25 |
| 90 | 15 mm nominal dia Pipes | Metre | 21 | 221.35 | 4,648.35 |
| 91 | 25 mm nominal dia Pipes | Metre | 21 | 370.65 | 7,783.65 |
| 92 | 15 mm dia nominal bore | Metre | 19 | 304.15 | 5,778.85 |
| 93 | 50 mm dia nominal bore | Metre | 161 | 654.2 | 1,05,326.2 |
| 94 | 65 mm dia nominal bore | Metre | 161 | 768.6 | 1,23,744.6 |
| 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 | 2143 | 9.7 | 20,787.1 |
| 96 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 11 | 109.85 | 1,208.35 |
| 97 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 11 | 103.15 | 1,134.65 |
| 98 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 11 | 161.55 | 1,777.05 |
| 99 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 12 | 136.6 | 1,639.2 |
| 100 | 250 mm diameter | Metre | 860 | 1,293.9 | 11,12,754 |
| 101 | 250 mm diameter S.W. pipe | Metre | 860 | 1,476.35 | 12,69,661 |
| 102 | 150 mm diameter | Metre | 86 | 81.1 | 6,974.6 |
| 103 | 100 mm dia. R.C.C. pipe | Metre | 536 | 447.25 | 2,39,726 |
| 104 | 150 mm dia. R.C.C. pipe | Metre | 193 | 493.1 | 95,168.3 |
| 105 | 250 mm dia. R.C.C. pipe | Metre | 134 | 811.15 | 1,08,694.1 |
| 106 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 51 | 11,687.1 | 5,96,042.1 |
| 107 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 21 | 24,405.9 | 5,12,523.9 |
| 108 | Circular shape 560 mm internal dia | Each | 52 | 1,882.2 | 97,874.4 |
| — | 150.00 | 858.69 | 1,28,803.5 | ||
| Schedule total | ₹1,28,803.5 | ||||
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