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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.
(i)Repair to flooring, roofing, door & windows, sanitary fittings and drainage & sewerage system in staff quarters at GILL, QRP, AHH, KUP, MET, HMI & DUI and roof replacement of toilet and bathroom at Guard colony at DUI in the section of SSE/W/DUI and repair to Boundary wall in the colony of HMI & at DUI in PWI colony, IOW colony railway colony in the section of SSE/W/DUI under ADEN/PTA. (ii) - Repair to water supply with staging & grill of new goods office, Track machine rest house at NBA in the section of SSE/W/L/PTA, repair to water supply pipeline in PWI colony and making connection of new pumphouse & new RCC OH tank to existing pumphouse and RCC OH tank in railway colony in the section of SSE/W/DUI and repair of corroded and broken existing old pipelines and broken PVC tanks at CJL, LHA, GRN on DUI - JHL section and JPS UKN, DNX & making arrangement for submersible pump instead of open well pump at UKN diggi for normal operation of filter plant & AMC of RO plant at GRN, DNX, RPHR & pressure filter plant at UKN on JHL - HSR section in the section of SSE/W/SAG under ADEN/PTA. (iii) Repair to base of approach path of ballast depot at Dhansu Railway station in the section of SSE/W/SAG under ADEN/PTA. (iv) Desiting of bridge no. 43 on RPJ-DUI and Raising parapet and repair to bridge tablets in the section of ADEN/PTA under Sr.DEN/II/UMB.
OT-304-UMB-2025-26
OT-304-UMB-2025-26
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹2.1 L
9 Mar 2026
16 Feb 2026
23 Feb 2026
105 items across 3 schedules · ₹1,32,64,644.3 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 5.6 | 205.45 | 1,150.52 |
| 2 | All kinds of soil. | cum | 245 | 286.85 | 70,278.25 |
| 3 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 420 | 255.55 | 1,07,331 |
| 4 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 850 | 417.35 | 3,54,747.5 |
| 5 | 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 | 60 | 253.95 | 15,237 |
| 6 | 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 | 1747 | 368.65 | 6,44,031.55 |
| 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 | 5.68 | 7,365.15 | 41,834.05 |
| 8 | 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 | 37.68 | 6,050.65 | 2,27,988.49 |
| 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 | 30 | 370.85 | 11,125.5 |
| 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 | 30 | 113.85 | 3,415.5 |
| 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 | 19.76 | 8,364.2 | 1,65,276.59 |
| 12 | 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 | 18.32 | 10,185.05 | 1,86,590.12 |
| 13 | cum | 30 | 10,719.3 | 3,21,579 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 7.2 | 307.95 | 2,217.24 |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 39.2 | 669.55 | 26,246.36 |
| 16 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 56 | 766.55 | 42,926.8 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 52 | 804.25 | 41,821 |
| 18 | Under 20 cm wide | Metre | 120 | 181.9 | 21,828 |
| 19 | 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 | 4.62 | 9,673.5 | 44,691.57 |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 3620 | 89.65 | 3,24,533 |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1740 | 89.65 | 1,55,991 |
| 22 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 157 | 6,658.25 | 10,45,345.25 |
| 23 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 172 | 8,288.35 | 14,25,596.2 |
| 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 | 110 | 1,063.45 | 1,16,979.5 |
| 25 | Kiln seasoned and chemically treated hollock wood | cum | 1 | 74,199.7 | 74,199.7 |
| 26 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 2,015.75 | 60,472.5 |
| 27 | Kiln seasoned and chemically treated hollock wood | Sqm | 50 | 3,140.15 | 1,57,007.5 |
| 28 | 250x16 mm | Each | 40 | 234.9 | 9,396 |
| 29 | 150x10 mm | Each | 80 | 75.55 | 6,044 |
| 30 | 100 mm | Each | 80 | 53.25 | 4,260 |
| 31 | 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 | 85 | 408.25 | 34,701.25 |
| 32 | 30 mm thick plain PVC door shutters | Sqm | 30 | 2,455.1 | 73,653 |
| 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 | 438 | 111.95 | 49,034.1 |
| 34 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 245 | 545 | 1,33,525 |
| 35 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 12.5 | 7,958.65 | 99,483.13 |
| 36 | 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 | 60 | 935.6 | 56,136 |
| 37 | 110 mm diameter | Metre | 60 | 319.75 | 19,185 |
| 38 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 39 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 40 | 110 mm | Each | 60 | 309.5 | 18,570 |
| 41 | 1:4 (1 cement: 4 fine sand) | Sqm | 84 | 294.85 | 24,767.4 |
| 42 | 1:6 (1 cement: 6 fine sand) | Sqm | 112 | 282 | 31,584 |
| 43 | 1:4 (1 cement: 4 fine sand) | Sqm | 75 | 339.7 | 25,477.5 |
| 44 | 1:6 (1 cement: 6 coarse sand) | Sqm | 360 | 294.35 | 1,05,966 |
| 45 | 1:6 (1 cement: 6 coarse sand) | Sqm | 350 | 339.1 | 1,18,685 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 150 | 361.3 | 54,195 |
| 47 | Two or more coats on new work | Sqm | 89 | 92.75 | 8,254.75 |
| 48 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 800 | 97.6 | 78,080 |
| 49 | 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 | 100 | 158.95 | 15,895 |
| 50 | Two or more coats on new work | Sqm | 16 | 131.45 | 2,103.2 |
| 51 | Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line and removing from the terrace including shifting at ground level as per direction of Engineer-in-charge. | Each | 12 | 357.55 | 4,290.6 |
| 52 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5.8 | 2,007.1 | 11,641.18 |
| 53 | In cement mortar | cum | 19.48 | 1,698.45 | 33,085.81 |
| 54 | 15 mm to 40 mm nominal bore | Metre | 30 | 124.1 | 3,723 |
| 55 | Above 40 mm nominal bore | Metre | 250 | 134.25 | 33,562.5 |
| 56 | Up to 150 mm diameter | Each | 4 | 264.65 | 1,058.6 |
| 57 | Above 150 mm diameter | Each | 2 | 976.6 | 1,953.2 |
| 58 | 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 | 154 | 45.05 | 6,937.7 |
| 59 | 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 | 828 | 219.35 | 1,81,621.8 |
| 60 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | Sqm | 3745 | 180.5 | 6,75,972.5 |
| 61 | 63 mm to 45 mm size stone aggregate | cum | 552 | 1,624.5 | 8,96,724 |
| 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 | 552 | 865.8 | 4,77,921.6 |
| 63 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Metre | 1712 | 179.5 | 3,07,304 |
| 64 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 5 | 5,781.35 | 28,906.75 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 66 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 15 | 1,404 | 21,060 |
| 67 | 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 | 1 | 299.35 | 299.35 |
| 68 | 32 mm dia | Each | 12 | 104.35 | 1,252.2 |
| 69 | 25 mm nominal dia Pipes | Metre | 150 | 408.55 | 61,282.5 |
| 70 | 40 mm nominal dia Pipes | Metre | 510 | 674.35 | 3,43,918.5 |
| 71 | 15 mm nominal dia Pipes | Metre | 118 | 441.15 | 52,055.7 |
| 72 | 50 mm nominal dia Pipes | Metre | 150 | 811.85 | 1,21,777.5 |
| 73 | 80 mm dia nominal bore | Metre | 20 | 919.1 | 18,382 |
| 74 | 25 to 40 mm nominal bore | Each | 7 | 757.1 | 5,299.7 |
| 75 | 50 to 80 mm nominal bore | Each | 4 | 1,513.7 | 6,054.8 |
| 76 | 150 mm diameter pipe | Each | 180 | 343.55 | 61,839 |
| 77 | 200 mm diameter pipe | Each | 12 | 377 | 4,524 |
| 78 | Class II | Each | 10 | 6,661.8 | 66,618 |
| 79 | Class II | Each | 2 | 13,512.6 | 27,025.2 |
| 80 | 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 | 21500 | 9.7 | 2,08,550 |
| 81 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 50 | 109.85 | 5,492.5 |
| 82 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 83 | 125 mm nominal dia with 25 mm waste hole | Each | 16 | 45.25 | 724 |
| 84 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 10 | 161.55 | 1,615.5 |
| 85 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 30 | 136.6 | 4,098 |
| 86 | Up to 300 mm dia | Quintal | 1.2 | 7,509.4 | 9,011.28 |
| 87 | 150 mm dia Ductile Iron Double Flanged | Metre | 850 | 2,312.9 | 19,65,965 |
| 88 | 200 mm dia Ductile Iron Double Flanged | Metre | 30 | 2,921.15 | 87,634.5 |
| 89 | 15 mm nominal bore with 45 cm length | Each | 10 | 107.9 | 1,079 |
| 90 | 15 mm nominal bore, weighing not less than 32 gms | Each | 10 | 43.05 | 430.5 |
| 91 | 25mm nominal bore, weighing not less than 62 gms | Each | 15 | 100.55 | 1,508.25 |
| 92 | 900 mm dia. R.C.C. pipe | Metre | 12 | 4,260.35 | 51,124.2 |
| 93 | For pipes 100 to 250 mm diameter | Each | 8 | 683.7 | 5,469.6 |
| 94 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 14.15 | 7,510.75 | 1,06,277.11 |
| 95 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 283 | 474.15 | 1,34,184.45 |
| 96 | 300 mm dia | Metre | 152 | 592.05 | 89,991.6 |
| 97 | 200 mm nominal size dia | Metre | 122 | 951.95 | 1,16,137.9 |
| 98 | 200 mm nominal size dia | Metre | 30 | 1,099.25 | 32,977.5 |
| 99 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in- charge. | cum | 7 | 1,479.25 | 10,354.75 |
| 100 | 200 mm clamp | Each | 2 | 1,827 | 3,654 |
| Schedule total | ₹1,29,63,338.4 | ||||
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