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Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
28 Aug 2026, 12:00 pm4d left
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DTE OFFICE
15 conditions · 4 needing a document upload
10.2. Financial Eligibility Criteria: 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Please submit a certificate in the prescribed format (please download the format from the link given below) for verification/confirmation of the documents submitted for compliance of eligibility/ qualifying criteria. Non submission of the certificate or submission of certificate either not properly filled in, or in a format other than the prescribed format shall lead to summary rejection of your offer. (Click here to download the Format of Self Certification)
Similar nature of work-"Any civil engineering work".
13 conditions · 2 needing a document upload
Documents to be uploaded only in the website by the Tenderer Following Annexures duly filled and signed are to be uploaded online only prior to Closing of Tender. Original copy of all the documents to be submitted to office within 7 days whenever demanded by the Railway. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's. Annexures are available at Upload/View Document menu in Home Page of IREPS portal for works tender. Annexure-I (Tender Form), Annexure-II (Agreement For Zone Contract), Annexure-III (Work Order Under Zone Contract), Annexure-IV (Contract Agreement of Works), Annexure-V (Format For Certificate To Be Submitted/Uploaded By Tenderer Alongwith The Tender Document) Annexure-VI (Tenderer's Credentials (Bid Capacity), Annexure-VIA (Bid Security), Annexure-VII Part-II Annexures (Proforma For Time Extension), Annexure-VIIA (Proforma of 14 Days Notice For Offloading of Part of Contract Work), Annexure-VIIB (Notice For Part Of Contract Work Offloaded), Annexure-VIII (Certificate of Fitness), Annexure-IX (Proforma of 7 Days Notice For Works As A Whole/In Parts (Details Of Part Of Work To Be Mentioned), Annexure-X (Proforma of 48 hrs. Notice For Whole Work), Annexure-XI (Proforma Of Termination Notice), Annexure-XII (Proforma of 48 Hrs. Notice For Part Of The Work), Annexure-XIII (Proforma Of Termination Notice For Part Of The Work), Annexure-XIV (Final Supplementary Agreement), Annexure-XV (Agreement Towards Waiver Under Section 12 (5) and Section 31A (5) of Arbitration and Conciliation (Amendment) Act. (This annexure will be applicable, if tenders having advertised value more than Rs 20 crore wherein eligibility criteria includes bid capacity)
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 requested to go through the following documents which are available in upload/View Documents in Home page of IREPS portal for works tenders before submitting the e-tender. 1 . General Instruction for E-Tenders on works contract--Chapter- I 2. Special Condition-General- Chapter-II
Opening of e-tender:1. The e-tenders will be opened online using the IREPS portal. No representative is required to be present for opening of e-tender and taking notes of rates quoted and ranking as the complete details of rates etc. of all the bidders shall be available to the bidders through the website after the opening of the tender. Note: For more details refer to Cl: 4 of General Instruction-Chapter-I for Submission of Bid Security, Cost of Tender Document and opening of e-tender
Augmentation of IT infrastructure, training and sports facilities for IRIMEE and its hostels.
DTE-JMP-07-26-27~ER
DTE-JMP-07-26-27
Open
Works - General
12 Months
Munger, Bihar
₹0
₹5.0 L
5 Aug 2026
5 Aug 2026
14 Aug 2026
103 items across 1 schedule · ₹2,70,19,029.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 152 | 283.98 | 43,164.96 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 152 | 61.83 | 9,398.16 |
| 3 | All kinds of soil | cum | 93 | 177.5 | 16,507.5 |
| 4 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone- III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 64 | 8,340.85 | 5,33,814.4 |
| 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 | 10 | 7,878.5 | 78,785 |
| 6 | 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 | 9,045.75 | 7,77,934.5 |
| 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 | 150 | 10,852.95 | 16,27,942.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 844 | 392.15 | 3,30,974.6 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1000 | 927.25 | 9,27,250 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 995 | 736.4 | 7,32,718 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 43 | 961.3 | 41,335.9 |
| 12 | Mild steel and Medium Tensile steel bars | Kg | 8000 | 107.1 | 8,56,800 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12500 | 107.85 | 13,48,125 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 35 | 7,132.25 | 2,49,628.75 |
| 15 | With F.P.S.(non modular) bricks | cum | 76 | 9,299.9 | 7,06,792.4 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,105.95 | 91,059.5 |
| 17 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 8 | 905.05 | 7,240.4 |
| 18 | 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 | 150 | 1,267.95 | 1,90,192.5 |
| 19 | Kiln seasoned and chemically treated hollock wood | cum | 1.2 | 83,378.05 | 1,00,053.66 |
| 20 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 52 | 3,473.85 | 1,80,640.2 |
| 21 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 25 | 3,167.95 | 79,198.75 |
| 22 | Fixed to steel windows by welding | Kg | 2000 | 219.1 | 4,38,200 |
| 23 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 150 | 238.35 | 35,752.5 |
| 24 | 250x10 mm | Each | 39 | 83.9 | 3,272.1 |
| 25 | 150x10 mm | Each | 39 | 59.45 | 2,318.55 |
| 26 | 125 mm | Each | 54 | 39.95 | 2,157.3 |
| 27 | 250 mm weighing not less than 280 grams | Each | 54 | 61.05 | 3,296.7 |
| 28 | 100X58X1.90 mm | Each | 64 | 107.1 | 6,854.4 |
| 29 | 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 | 39 | 1,124.85 | 43,869.15 |
| 30 | Single rubber stopper | Each | 37 | 39.6 | 1,465.2 |
| 31 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm ( +/- 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm ( +/- 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm ( +/- 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter). | Sqm | 700 | 2,969.25 | 20,78,475 |
| 32 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 70 | 492.7 | 34,489 |
| 33 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 75 | 10,078.95 | 7,55,921.25 |
| 34 | 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 | 370 | 117.35 | 43,419.5 |
| 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 | 3000 | 133.7 | 4,01,100 |
| 36 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks. | Sqm | 101 | 792.05 | 79,997.05 |
| 37 | 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 | 70 | 1,096.55 | 76,758.5 |
| 38 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 120 | 1,330 | 1,59,600 |
| 39 | Size of Tile 600x600 mm | Sqm | 1200 | 1,553.45 | 18,64,140 |
| 40 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 1000 | 4,481.3 | 44,81,300 |
| 41 | 110 mm diameter | Metre | 102 | 377.4 | 38,494.8 |
| 42 | 110x110x110 mm | Each | 10 | 234.15 | 2,341.5 |
| 43 | 110 mm bend | Each | 22 | 150.35 | 3,307.7 |
| 44 | 110 mm Shoe | Each | 17 | 131.85 | 2,241.45 |
| 45 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 80 | 1,355.8 | 1,08,464 |
| 46 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1763 | 343.65 | 6,05,854.95 |
| 47 | 1:3 (1 cement : 3 fine sand) | Sqm | 8 | 300.45 | 2,403.6 |
| 48 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3500 | 262.7 | 9,19,450 |
| 49 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 3730 | 185.65 | 6,92,474.5 |
| 50 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 2000 | 116.9 | 2,33,800 |
| 51 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Sqm | 560 | 223.6 | 1,25,216 |
| 52 | Two or more coats on new work | Sqm | 900 | 155.9 | 1,40,310 |
| 53 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 275 | 226.25 | 62,218.75 |
| 54 | Two or more coats on new work | Sqm | 51 | 146.8 | 7,486.8 |
| 55 | Old work (one or more coats) | Sqm | 4600 | 62.7 | 2,88,420 |
| 56 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 4600 | 19.75 | 90,850 |
| 57 | One or more coats on old work | Sqm | 180 | 102.8 | 18,504 |
| 58 | 3 mm thick | Sqm | 1600 | 560.95 | 8,97,520 |
| 59 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 14 | 2,434.25 | 34,079.5 |
| 60 | 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 | 160 | 3,551.25 | 5,68,200 |
| 61 | In cement mortar | cum | 11 | 2,060.2 | 22,662.2 |
| 62 | For thickness of tiles 10 mm to 25 mm | Sqm | 750 | 73.4 | 55,050 |
| 63 | 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 | 2550 | 54.65 | 1,39,357.5 |
| 64 | 90 mm to 45 mm size stone aggregate | cum | 8 | 2,098.4 | 16,787.2 |
| 65 | 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 | 8 | 1,046.95 | 8,375.6 |
| 66 | With G.I. barbed wire | Metre | 24 | 22.1 | 530.4 |
| 67 | On W.B.M. @ 0.75 Kg / sqm | Sqm | 20 | 60.5 | 1,210 |
| 68 | 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents) complying with IS : 8887, using 96 kg per cum of chippings of road surface, including consolidation with road roller etc complete . | Sqm | 18 | 252.15 | 4,538.7 |
| 69 | 40 mm thick | Sqm | 20 | 1,365.5 | 27,310 |
| 70 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick)and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | Metre | 100 | 375.8 | 37,580 |
| 71 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 6,767.4 | 67,674 |
| 72 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 8,006.6 | 64,052.8 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,648.85 | 26,488.5 |
| 74 | 510x1040 mm bowl depth 225 mm | Each | 22 | 7,514.65 | 1,65,322.3 |
| 75 | 10 litre capacity - White | Each | 20 | 1,190.65 | 23,813 |
| 76 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 75 | 142.85 | 10,713.75 |
| 77 | 32 mm dia | Each | 55 | 119.55 | 6,575.25 |
| 78 | Providing and fixing 600x450 mm bevelled 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 | 20 | 1,607.95 | 32,159 |
| 79 | 15 mm dia nominal bore | Metre | 156 | 322.15 | 50,255.4 |
| 80 | 20 mm dia nominal bore | Metre | 48 | 368.6 | 17,692.8 |
| 81 | 25 mm dia nominal bore | Metre | 144 | 467.75 | 67,356 |
| 82 | 15 mm nominal bore | Each | 30 | 353.25 | 10,597.5 |
| 83 | 15 mm nominal bore | Each | 12 | 353.25 | 4,239 |
| 84 | 25 mm nominal bore | Each | 9 | 622.4 | 5,601.6 |
| 85 | 20 mm nominal bore | Each | 10 | 539.95 | 5,399.5 |
| 86 | 15 mm nominal bore | Each | 15 | 406.85 | 6,102.75 |
| 87 | 20 mm nominal bore | Each | 10 | 462.5 | 4,625 |
| 88 | 25 mm nominal bore | Each | 5 | 464.05 | 2,320.25 |
| 89 | 15 mm nominal bore | Each | 20 | 829.45 | 16,589 |
| 90 | 20 mm nominal bore | Each | 20 | 857.85 | 17,157 |
| 91 | 25 mm nominal bore | Each | 20 | 950.35 | 19,007 |
| 92 | 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. | Per Litre | 13000 | 11 | 1,43,000 |
| 93 | 15 mm nominal bore | Each | 60 | 506.8 | 30,408 |
| 94 | 15 mm nominal bore | Each | 40 | 670.45 | 26,818 |
| 95 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 35 | 125.6 | 4,396 |
| 96 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 7 | 257.6 | 1,803.2 |
| 97 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 800 | 495.05 | 3,96,040 |
| 98 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 80 | 598.6 | 47,888 |
| 99 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 60 | 1,115.4 | 66,924 |
| 100 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,176.8 | 23,536 |
| 101 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 60 | 1,505.25 | 90,315 |
| 102 | With stainless steel cover plate minimum 1.25 mm thickness | Each | 6 | 2,823.85 | 16,943.1 |
| 103 | Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. | Sqm | 100 | 9,502.35 | 9,50,235 |
| Schedule total | ₹2,70,19,029.73 | ||||
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