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Tender Value
₹76.1 L
EMD Value
₹1.5 L
Closing Date
17 Aug 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 : Construction of Building/quarters.
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.
(01) Setting up of Bio-Toilet Testing Lab in C&W depot, CDG & (02) Modification in TPC Control under ADEN/UMB.
OT-127-UMB-2026-27
OT-127-UMB-2026-27
Open
Works - General
6 Months
Ambala, Haryana
₹0
₹1.5 L
17 Aug 2026
27 Jul 2026
3 Aug 2026
140 items across 2 schedules · ₹85,05,115.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 90 | 286.85 | 25,816.5 |
| 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 | 90 | 253.95 | 22,855.5 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 25 | 2,161.2 | 54,030 |
| 4 | All kinds of soil | Sqm | 1000 | 28.15 | 28,150 |
| 5 | With Chlorpyriphos E.C. 20% with 1% concentration | Sqm | 125 | 256.15 | 32,018.75 |
| 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 | 80 | 6,326.05 | 5,06,084 |
| 7 | 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 | 8,364.2 | 2,92,747 |
| 8 | cum | 50 | 10,719.3 | 5,35,965 | |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 766.55 | 1,91,637.5 |
| 10 | Shelves (Cast in situ) | Sqm | 15 | 766.55 | 11,498.25 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 804.25 | 32,170 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 40 | 657.75 | 26,310 |
| 14 | Under 20 cm wide | Metre | 75 | 181.9 | 13,642.5 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 25 | 814.95 | 20,373.75 |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 55 | 319.25 | 17,558.75 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2250 | 89.65 | 2,01,712.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 4500 | 89.65 | 4,03,425 |
| 19 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 15 | 6,882 | 1,03,230 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 6,658.25 | 2,66,330 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 110 | 8,288.35 | 9,11,718.5 |
| 22 | 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 | 130 | 1,063.45 | 1,38,248.5 |
| 23 | 35 mm thick shutters | Sqm | 7.5 | 2,511.95 | 18,839.63 |
| 24 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 10 | 1,897.1 | 18,971 |
| 25 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,086.1 | 1,54,305 |
| 26 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. Piano hinges IS : 3818 marked with necessary screws | Sqm | 75 | 2,512.35 | 1,88,426.25 |
| 27 | Kiln seasoned and chemically treated hollock wood | Sqm | 35 | 3,140.15 | 1,09,905.25 |
| 28 | 25 mm dia (heavy type) | Metre | 75 | 159.35 | 11,951.25 |
| 29 | 150 mm | Each | 6 | 251.7 | 1,510.2 |
| 30 | 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 | 8 | 1,025.65 | 8,205.2 |
| 31 | 250x16 mm | Each | 10 | 234.9 | 2,349 |
| 32 | 300x10 mm | Each | 13 | 117.65 | 1,529.45 |
| 33 | 125 mm | Each | 25 | 60.05 | 1,501.25 |
| 34 | Single rubber stopper | Each | 10 | 35.5 | 355 |
| 35 | 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 |
| 36 | 30 mm thick pre laminated PVC door shutters | Sqm | 40 | 2,455.1 | 98,204 |
| 37 | 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 | 350 | 111.95 | 39,182.5 |
| 38 | Fixing with adjustable lugs with split end tail to each jamb | Metre | 55 | 471.25 | 25,918.75 |
| 39 | Electric resistance or induction butt welded tubes | Kg | 250 | 140.85 | 35,212.5 |
| 40 | Size of Tile 600 x 1200 mm | Sqm | 187.5 | 1,407.05 | 2,63,821.88 |
| 41 | Size of Tile 600 x 600 mm | Sqm | 40 | 1,311.05 | 52,442 |
| 42 | In 75x75 mm deep chase | Metre | 40 | 260.2 | 10,408 |
| 43 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 4 | 266.6 | 1,066.4 |
| 44 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 45 | 110 mm | Each | 10 | 119.95 | 1,199.5 |
| 46 | 110 mm bend | Each | 5 | 132 | 660 |
| 47 | 110 mm Shoe | Each | 5 | 115.95 | 579.75 |
| 48 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 49 | 1:4 (1 cement: 4 fine sand) | Sqm | 75 | 294.85 | 22,113.75 |
| 50 | 1:6 (1 cement: 6 fine sand) | Sqm | 750 | 282 | 2,11,500 |
| 51 | 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 |
| 52 | 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 |
| 53 | Two or more coats on new work | Sqm | 200 | 131.45 | 26,290 |
| 54 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 12.5 | 2,007.1 | 25,088.75 |
| 55 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 25 | 1,239.6 | 30,990 |
| 56 | 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 | 25 | 2,928.1 | 73,202.5 |
| 57 | In cement mortar | cum | 15 | 1,698.45 | 25,476.75 |
| 58 | Of area 3 sq. metres and below | Each | 2 | 302.7 | 605.4 |
| 59 | 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 | 400 | 951 | 3,80,400 |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 1 | 5,540.55 | 5,540.55 |
| 61 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 1 | 2,040.85 | 2,040.85 |
| 62 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 1 | 1,500.05 | 1,500.05 |
| 63 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 2 | 1,411.15 | 2,822.3 |
| 64 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 2 | 942.15 | 1,884.3 |
| 65 | C.P. brass | Each | 1 | 680.8 | 680.8 |
| 66 | 15 mm dia nominal bore | Metre | 50 | 485.2 | 24,260 |
| 67 | 20 mm dia nominal bore | Metre | 40 | 315.35 | 12,614 |
| 68 | 25 mm dia nominal bore | Metre | 40 | 417.95 | 16,718 |
| 69 | 25 to 40 mm nominal bore | Each | 1 | 757.1 | 757.1 |
| 70 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 71 | 20 mm nominal bore | Each | 3 | 397.45 | 1,192.35 |
| 72 | 15 mm nominal bore | Each | 5 | 262.3 | 1,311.5 |
| 73 | 20 mm nominal bore | Each | 8 | 289.05 | 2,312.4 |
| 74 | 25 mm nominal bore | Each | 9 | 369.35 | 3,324.15 |
| 75 | 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 |
| 76 | 15 mm nominal bore | Each | 5 | 434.2 | 2,171 |
| 77 | 15 mm nominal bore | Each | 5 | 594.75 | 2,973.75 |
| 78 | 150 mm diameter | Metre | 50 | 591.4 | 29,570 |
| 79 | 150 mm diameter S.W. pipe | Metre | 50 | 1,095.15 | 54,757.5 |
| 80 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 175 | 466.3 | 81,602.5 |
| 81 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 115 | 564.8 | 64,952 |
| 82 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 12.5 | 965.1 | 12,063.75 |
| 83 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 25 | 1,325.55 | 33,138.75 |
| 84 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 2 | 2,448.85 | 4,897.7 |
| 85 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 110 | 585.55 | 64,410.5 |
| 86 | With 15 mm thick tegular/butt edged without perforation plain/designer light weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming to JIS-Z2801 and ASTM G- 21 | Sqm | 150 | 1,981.2 | 2,97,180 |
| Schedule total | ₹68,15,124.66 | ||||
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NIT-19-UMB-26-27.pdf
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TNN-19B-WorksDSR-UMB-2026-27.pdf
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AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf
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SafetyInstructionatWorksSite.pdf
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GeneralConditionsforcivilworks.pdf
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SpecialconditionSrDEN-1.pdf
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