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Tender Value
₹3.0 Cr
EMD Value
₹3.0 L
Closing Date
23 Mar 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: 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.
Improvement to PF surface, upgradation of Circulating area and improvement to passenger amenities work at KNN station.
OT-309-UMB-2025-26
OT-309-UMB-2025-26
Open
Works - General
8 Months
Ambala, Haryana
₹0
₹3.0 L
23 Mar 2026
27 Feb 2026
9 Mar 2026
99 items across 2 schedules · ₹3,47,917.5 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 350 | 286.85 | 1,00,397.5 |
| 2 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia | Metre | 250 | 417.35 | 1,04,337.5 |
| 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 | 115 | 253.95 | 29,204.25 |
| 4 | 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 | 750 | 368.65 | 2,76,487.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 6 | All kinds of soil | Sqm | 5000 | 28.15 | 1,40,750 |
| 7 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 5000 | 14.5 | 72,500 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 750 | 6,833.4 | 51,25,050 |
| 9 | 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 | 10 | 9,375.2 | 93,752 |
| 10 | 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 | 100 | 452.25 | 45,225 |
| 11 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 500 | 57.15 | 28,575 |
| 12 | 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 | 100 | 113.85 | 11,385 |
| 13 | 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 | 10 | 8,364.2 | 83,642 |
| 14 | cum | 20 | 10,719.3 | 2,14,386 | |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 350 | 307.95 | 1,07,782.5 |
| 16 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1700 | 669.55 | 11,38,235 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 100 | 766.55 | 76,655 |
| 18 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 19 | Under 20 cm wide | Metre | 500 | 181.9 | 90,950 |
| 20 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 20 | 814.95 | 16,299 |
| 21 | 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 | 5 | 9,673.5 | 48,367.5 |
| 22 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 38000 | 89.65 | 34,06,700 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 160 | 8,683.8 | 13,89,408 |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 170 | 10,306.2 | 17,52,054 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 325 | 6,658.25 | 21,63,931.25 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 50 | 8,512.1 | 4,25,605 |
| 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 | 60 | 1,063.45 | 63,807 |
| 28 | 35 mm thick | Sqm | 10 | 3,100.55 | 31,005.5 |
| 29 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 49 | 2,015.75 | 98,771.75 |
| 30 | On one side only | Sqm | 50 | 408.05 | 20,402.5 |
| 31 | Kiln seasoned and chemically treated hollock wood | Sqm | 15 | 3,287.3 | 49,309.5 |
| 32 | 250x16 mm | Each | 10 | 165.9 | 1,659 |
| 33 | 150x10 mm | Each | 20 | 53.05 | 1,061 |
| 34 | 125 mm | Each | 20 | 35.2 | 704 |
| 35 | 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 | 10000 | 111.95 | 11,19,500 |
| 36 | Hot finished welded type tubes | Kg | 5000 | 154.9 | 7,74,500 |
| 37 | 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 | 5 | 185.95 | 929.75 |
| 38 | 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 | 5 | 185.2 | 926 |
| 39 | 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 | 499 | 612.25 | 3,05,512.75 |
| 40 | Dark shade pigment using ordinary cement | Sqm | 600 | 983.95 | 5,90,370 |
| 41 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 20 | 2,038.55 | 40,771 |
| 42 | Size of Tile 600x600 mm | Sqm | 50 | 1,416.65 | 70,832.5 |
| 43 | With residual type petroleum bitumen of grade VG -10 | Sqm | 100 | 133.15 | 13,315 |
| 44 | With common burnt clay F.P.S.(non modular) brick tile of class designation 10 | Sqm | 100 | 905.8 | 90,580 |
| 45 | In 75x75 mm deep chase | Metre | 200 | 260.2 | 52,040 |
| 46 | 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 |
| 47 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 48 | 110 mm | Each | 20 | 119.95 | 2,399 |
| 49 | 110 mm bend | Each | 20 | 132 | 2,640 |
| 50 | 110 mm Shoe | Each | 20 | 115.95 | 2,319 |
| 51 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1100 | 307.25 | 3,37,975 |
| 52 | 1:4 (1 cement: 4 coarse sand) | Sqm | 1000 | 354.5 | 3,54,500 |
| 53 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 2500 | 214.3 | 5,35,750 |
| 54 | 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 | 2000 | 158.95 | 3,17,900 |
| 55 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 144.9 | 72,450 |
| 56 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 500 | 140.05 | 70,025 |
| 57 | With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) | Sqm | 500 | 61.45 | 30,725 |
| 58 | Providing and fixing in pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre- moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) | per cm depth per cm width per metre length | 3000 | 4.7 | 14,100 |
| 59 | Overhead informatory road signage | Sqm | 100 | 5,609.55 | 5,60,955 |
| 60 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in- charge and accordance with applicable specifications. | Sqm | 100 | 623.8 | 62,380 |
| 61 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). | cum | 10 | 8,613.55 | 86,135.5 |
| 62 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer- in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 750 | 8,277.55 | 62,08,162.5 |
| 63 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | Sqm | 500 | 108.65 | 54,325 |
| 64 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). | Sqm | 500 | 362.3 | 1,81,150 |
| 65 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 3000 | 1,011.2 | 30,33,600 |
| 66 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | Sqm | 150 | 2,617.15 | 3,92,572.5 |
| 67 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 10 | 1,913.75 | 19,137.5 |
| 68 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 10 | 1,500.05 | 15,000.5 |
| 69 | Orissa pattern W.C. pan of size 580x440 mm | Each | 5 | 2,758.2 | 13,791 |
| 70 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 5 | 2,403.65 | 12,018.25 |
| 71 | 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 |
| 72 | 10 litre capacity - White | Each | 5 | 1,023.05 | 5,115.25 |
| 73 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 5 | 1,382.3 | 6,911.5 |
| 74 | 32 mm dia | Each | 20 | 90.95 | 1,819 |
| 75 | 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 | 5 | 1,411.15 | 7,055.75 |
| 76 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 | Metre | 100 | 1,077.4 | 1,07,740 |
| 77 | 100 mm dia pipe | Each | 50 | 163.45 | 8,172.5 |
| 78 | Sand cast iron S&S as per IS - 3989 | Each | 20 | 597.6 | 11,952 |
| 79 | Sand cast iron S&S as per IS : 3989 | Each | 20 | 439.75 | 8,795 |
| 80 | Sand cast iron S&S as per IS - 3989 | Each | 10 | 613.65 | 6,136.5 |
| 81 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 250 | 419.25 | 1,04,812.5 |
| 82 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 200 | 654.65 | 1,30,930 |
| 83 | PPR Union 25mm | Each | 25 | 362.65 | 9,066.25 |
| 84 | PPR Union 40mm | Each | 20 | 509.8 | 10,196 |
| 85 | PPR Union 63mm | Each | 15 | 951.35 | 14,270.25 |
| 86 | 20 mm nominal dia Pipes | Metre | 60 | 325.1 | 19,506 |
| 87 | 20 mm nominal dia Pipes | Metre | 80 | 513.75 | 41,100 |
| 88 | 20 mm nominal dia Pipes | Metre | 150 | 275.25 | 41,287.5 |
| 89 | 20 mm nominal bore | Each | 10 | 327.95 | 3,279.5 |
| 90 | 20 mm nominal bore | Each | 10 | 327.95 | 3,279.5 |
| 91 | 20 mm nominal bore | Each | 5 | 461.75 | 2,308.75 |
| 92 | 20 mm nominal bore | Each | 10 | 102.55 | 1,025.5 |
| 93 | 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 | 1498 | 9.7 | 14,530.6 |
| 94 | 15mm nominal bore | Each | 10 | 500.35 | 5,003.5 |
| 95 | 100 mm nominal dia | Each | 10 | 33.2 | 332 |
| 96 | 250 mm dia. R.C.C. pipe | Metre | 250 | 811.15 | 2,02,787.5 |
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