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Tender Value
₹1.9 Cr
EMD Value
₹3.7 L
Closing Date
14 Sept 2026, 3:00 pm
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.
16 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.
All latest and up to date Correction slips of General Conditions of Contract (GCC)-April-2022 and Standard Tender Document (STD)-2022 Shall be applicable.
Improvement to Water Supply Arrangements including Replacement of Old Dilapidated Water Supply Pipelines, water Storage Tanks and Other Allied Works in Railway Colonies of Sirhind, Kurali, Morinda, Amb Andaura, Una Himachal and Nangal Dam station under the Jurisdiction of ADEN/SIR.
OT-152-UMB-2026-27~NR
OT-152-UMB-2026-27
Open
Works - General
10 Months
Ambala, Haryana
₹0
₹3.7 L
21 Aug 2026
21 Aug 2026
31 Aug 2026
97 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 80 | 205.45 | 16,436 |
| 2 | All kinds of soil. | cum | 250 | 286.85 | 71,712.5 |
| 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 | 180 | 253.95 | 45,711 |
| 4 | 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 | 6 | 7,783.65 | 46,701.9 |
| 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 | 12 | 7,365.15 | 88,381.8 |
| 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 | 42 | 6,326.05 | 2,65,694.1 |
| 7 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 120 | 452.25 | 54,270 |
| 8 | 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 | 220 | 113.85 | 25,047 |
| 9 | 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 | 20 | 8,364.2 | 1,67,284 |
| 10 | cum | 8 | 10,719.3 | 85,754.4 | |
| 11 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 120 | 669.55 | 80,346 |
| 12 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 220 | 766.55 | 1,68,641 |
| 13 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 200 | 608.35 | 1,21,670 |
| 14 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | 20 | 307.95 | 6,159 |
| 15 | Under 20 cm wide | Metre | 350 | 181.9 | 63,665 |
| 16 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 220 | 814.95 | 1,79,289 |
| 17 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 15000 | 89.65 | 13,44,750 |
| 18 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 75 | 8,683.8 | 6,51,285 |
| 19 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 50 | 10,306.2 | 5,15,310 |
| 20 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 125 | 8,288.35 | 10,36,043.75 |
| 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 | 180 | 1,063.45 | 1,91,421 |
| 23 | 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws | Sqm | 40 | 1,830 | 73,200 |
| 24 | 150 mm | Each | 8 | 251.7 | 2,013.6 |
| 25 | 250x16 mm | Each | 28 | 165.9 | 4,645.2 |
| 26 | 200x10 mm | Each | 22 | 61.05 | 1,343.1 |
| 27 | 150x10 mm | Each | 20 | 53.05 | 1,061 |
| 28 | 100x10 mm | Each | 24 | 39.1 | 938.4 |
| 29 | 125 mm | Each | 22 | 35.2 | 774.4 |
| 30 | 100 mm | Each | 20 | 28.25 | 565 |
| 31 | 250x16 mm | Each | 12 | 234.9 | 2,818.8 |
| 32 | 200x10 mm | Each | 24 | 90.8 | 2,179.2 |
| 33 | 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 | 78 | 408.25 | 31,843.5 |
| 34 | 30 mm thick plain PVC door shutters | Sqm | 42 | 2,455.1 | 1,03,114.2 |
| 35 | 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 | 120 | 702.6 | 84,312 |
| 36 | 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 | 70 | 3,963.7 | 2,77,459 |
| 37 | 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 | 100 | 93.05 | 9,305 |
| 38 | 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 | 17130 | 111.95 | 19,17,703.5 |
| 39 | Electric resistance or induction butt welded tubes | Kg | 10000 | 140.85 | 14,08,500 |
| 40 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 20 | 185.95 | 3,719 |
| 41 | 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 | 20 | 185.2 | 3,704 |
| 42 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1800 | 142.3 | 2,56,140 |
| 43 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 35 | 1,243.5 | 43,522.5 |
| 44 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 50 | 545 | 27,250 |
| 45 | 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 | 40 | 935.6 | 37,424 |
| 46 | Size of Tile 600 x 600 mm | Sqm | 320 | 1,286.6 | 4,11,712 |
| 47 | In 75x75 mm deep chase | Metre | 150 | 260.2 | 39,030 |
| 48 | 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 | 22 | 266.6 | 5,865.2 |
| 49 | 110 mm diameter | Metre | 120 | 319.75 | 38,370 |
| 50 | 110 mm bend | Each | 42 | 132 | 5,544 |
| 51 | 110 mm Shoe | Each | 42 | 115.95 | 4,869.9 |
| 52 | 110 mm | Each | 40 | 309.5 | 12,380 |
| 53 | 1:6 (1 cement: 6 coarse sand) | Sqm | 850 | 294.35 | 2,50,197.5 |
| 54 | 1:6 (1 cement: 6 coarse sand) | Sqm | 650 | 339.1 | 2,20,415 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 35 | 406.1 | 14,213.5 |
| 56 | Two or more coats on new work | Sqm | 850 | 92.75 | 78,837.5 |
| 57 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 800 | 97.6 | 78,080 |
| 58 | Two or more coats on new work | Sqm | 250 | 131.45 | 32,862.5 |
| 59 | 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 | 850 | 123.85 | 1,05,272.5 |
| 60 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 60 | 462.3 | 27,738 |
| 61 | Orissa pattern W.C Pan of size 580x440 mm | Each | 5 | 3,850.65 | 19,253.25 |
| 62 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 30 | 2,007.1 | 60,213 |
| 63 | 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 | 15 | 2,928.1 | 43,921.5 |
| 64 | In lime mortar | cum | 30 | 701.95 | 21,058.5 |
| 65 | In cement mortar | cum | 30 | 1,698.45 | 50,953.5 |
| 66 | Of area 3 sq. metres and below | Each | 42 | 302.7 | 12,713.4 |
| 67 | R.S. Joists | Kg | 450 | 2.8 | 1,260 |
| 68 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 1250 | 4.65 | 5,812.5 |
| 69 | Asbestos Cement sheet | Sqm | 250 | 63.75 | 15,937.5 |
| 70 | Dismantling jack arch roofing and floors including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 350 | 209.4 | 73,290 |
| 71 | 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 | 850 | 45.05 | 38,292.5 |
| 72 | Overhead informatory road signage | Sqm | 6 | 5,609.55 | 33,657.3 |
| 73 | 60mm thick cement concrete paver block of M- 35 grade with approved colour, design & pattern. | Sqm | 120 | 932.35 | 1,11,882 |
| 74 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 5 | 2,040.85 | 10,204.25 |
| 75 | 610x460 mm bowl depth 200 mm | Each | 5 | 3,337.85 | 16,689.25 |
| 76 | 32 mm dia | Each | 5 | 90.95 | 454.75 |
| 77 | 40 mm dia | Each | 5 | 104.35 | 521.75 |
| 78 | Rectangular shape 1500x450 mm | Each | 5 | 1,817.2 | 9,086 |
| 79 | 15 mm nominal dia Pipes | Metre | 80 | 255.9 | 20,472 |
| 80 | 20 mm nominal dia Pipes | Metre | 60 | 325.1 | 19,506 |
| 81 | 15 mm nominal dia Pipes | Metre | 40 | 441.15 | 17,646 |
| 82 | 15 mm nominal dia Pipes | Metre | 40 | 221.35 | 8,854 |
| 83 | 80 mm dia nominal bore | Metre | 50 | 919.1 | 45,955 |
| 84 | 15 mm nominal bore | Each | 5 | 85.2 | 426 |
| 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 | 2000 | 9.7 | 19,400 |
| 86 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 87 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 15 | 109.85 | 1,647.75 |
| 88 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 10 | 103.15 | 1,031.5 |
| 89 | 15 mm nominal bore, 105 mm long, weighing not less than 138 gms | Each | 8 | 161.55 | 1,292.4 |
| 90 | 200 mm diameter | Metre | 45 | 830.4 | 37,368 |
| 91 | 250 mm diameter | Metre | 65 | 1,293.9 | 84,103.5 |
| 92 | 200 mm diameter S.W. pipe | Metre | 45 | 1,276.7 | 57,451.5 |
| 93 | 250 mm diameter S.W. pipe | Metre | 65 | 1,476.35 | 95,962.75 |
| 94 | 100 mm dia. R.C.C. pipe | Metre | 20 | 447.25 | 8,945 |
| 95 | 150 mm dia. R.C.C. pipe | Metre | 15 | 493.1 | 7,396.5 |
| 96 | 250 mm dia. R.C.C. pipe | Metre | 20 | 811.15 | 16,223 |
| 97 | Circular shape 560 mm internal dia | Each | 10 | 1,882.2 | 18,822 |
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NIT-23-UMB-2026-27.pdf
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TNN-23D-WorksDSR-UMB-2026-27.pdf
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AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf slips of GCC
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AdvanceCorrectionSlipofGCC-2022PartII.pdf
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SafetyInstructionatWorksSite.pdf
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GeneralConditionsforcivilworks.pdf
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SpecialconditionSrDEN-4.pdf
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AdcanceCorrectionslips1234567891011andMasterPolicyforDisputeRedressal.pdf
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