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Tender Value
₹45.0 L
EMD Value
₹90,100
Closing Date
25 Sept 2026, 12:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DTE OFFICE
14 conditions · 3 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)
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
Construction of 140T Crane simulator Building.
DTE-JMP-10-26-27~ER
DTE-JMP-10-26-27
Open
Works - General
6 Months
Munger, Bihar
₹0
₹90,100
3 Sept 2026
3 Sept 2026
11 Sept 2026
80 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 40 | 283.98 | 11,359.2 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 360 | 61.83 | 22,258.8 |
| 3 | All kinds of soil | cum | 50 | 177.5 | 8,875 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 45 | 196 | 8,820 |
| 5 | 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 | 20 | 8,340.85 | 1,66,817 |
| 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 | 12 | 9,045.75 | 1,08,549 |
| 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 | 30 | 10,852.95 | 3,25,588.5 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 20 | 392.15 | 7,843 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 927.25 | 1,85,450 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 50 | 736.4 | 36,820 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 40 | 961.3 | 38,452 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 3300 | 107.85 | 3,55,905 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 7,132.25 | 1,78,306.25 |
| 14 | With Modular bricks | cum | 55 | 8,942.35 | 4,91,829.25 |
| 15 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 60 | 905.05 | 54,303 |
| 16 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 50 | 15 | 750 |
| 17 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including:(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF /Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer- in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 15 | 5,015.05 | 75,225.75 |
| 18 | Kiln seasoned and chemically treated hollock wood | cum | .2 | 83,378.05 | 16,675.61 |
| 19 | 12 mm thick plain grade -1, medium density flat pressed three layer particle board FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP type synthetic resin adhesive as per IS : 848 : | Sqm | 26 | 3,069.05 | 79,795.3 |
| 20 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 200 | 238.35 | 47,670 |
| 21 | 250x10 mm | Each | 6 | 83.9 | 503.4 |
| 22 | 150x10 mm | Each | 6 | 59.45 | 356.7 |
| 23 | 250 mm weighing not less than 280 grams | Each | 6 | 61.05 | 366.3 |
| 24 | 100X58X1.90 mm | Each | 24 | 107.1 | 2,570.4 |
| 25 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| 26 | 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 | 10 | 2,969.25 | 29,692.5 |
| 27 | 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 | 20 | 492.7 | 9,854 |
| 28 | 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 | 7000 | 133.7 | 9,35,900 |
| 29 | Using M.S. angels 40x40x6 mm for diagonal braces | Sqm | 16 | 5,804.35 | 92,869.6 |
| 30 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 10 | 3,307.05 | 33,070.5 |
| 31 | Providing and fixing ball bearing for rolling shutters. | Each | 4 | 492.35 | 1,969.4 |
| 32 | Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 6 | 1,133.55 | 6,801.3 |
| 33 | 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 | 220 | 792.05 | 1,74,251 |
| 34 | 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 | 90 | 1,096.55 | 98,689.5 |
| 35 | Size of Tile 600x600 mm | Sqm | 200 | 1,553.45 | 3,10,690 |
| 36 | 110 mm diameter | Metre | 75 | 377.4 | 28,305 |
| 37 | 110 mm bend | Each | 8 | 150.35 | 1,202.8 |
| 38 | 110 mm Shoe | Each | 8 | 131.85 | 1,054.8 |
| 39 | 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified | Sqm | 14 | 1,401.35 | 19,618.9 |
| 40 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. | Sqm | 40 | 738.65 | 29,546 |
| 41 | Ridges plain (500 - 600mm) | Metre | 16 | 532.35 | 8,517.6 |
| 42 | 1:6 (1 cement: 6 coarse sand) | Sqm | 625 | 343.65 | 2,14,781.25 |
| 43 | 1:3 (1 cement: 3 fine sand) | Sqm | 50 | 439.25 | 21,962.5 |
| 44 | 1:3 (1 cement : 3 fine sand) | Sqm | 50 | 300.45 | 15,022.5 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 350 | 262.7 | 91,945 |
| 46 | 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 | 350 | 185.65 | 64,977.5 |
| 47 | Two or more coats on new work | Sqm | 500 | 146.8 | 73,400 |
| 48 | One or more coats on old work | Sqm | 110 | 102.8 | 11,308 |
| 49 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 300 | 75.8 | 22,740 |
| 50 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 10 | 1,503.6 | 15,036 |
| 51 | In cement mortar | cum | 5 | 2,060.2 | 10,301 |
| 52 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 2 | 6,767.4 | 13,534.8 |
| 53 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 5 | 6,258.75 | 31,293.75 |
| 54 | Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern | Each | 2 | 13,476.35 | 26,952.7 |
| 55 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 2 | 2,648.85 | 5,297.7 |
| 56 | 10 litre capacity - White | Each | 10 | 1,190.65 | 11,906.5 |
| 57 | 32 mm dia | Each | 2 | 103.9 | 207.8 |
| 58 | Rectangular shape 453x357 mm | Each | 5 | 1,361.8 | 6,809 |
| 59 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 5 | 168.35 | 841.75 |
| 60 | 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms | Each | 4 | 673.4 | 2,693.6 |
| 61 | 32 mm nominal dia Pipes | Metre | 40 | 518.75 | 20,750 |
| 62 | 15 mm dia nominal bore | Metre | 40 | 322.15 | 12,886 |
| 63 | 20 mm dia nominal bore | Metre | 40 | 368.6 | 14,744 |
| 64 | 25 mm dia nominal bore | Metre | 40 | 467.75 | 18,710 |
| 65 | 25 mm nominal bore | Each | 10 | 622.4 | 6,224 |
| 66 | 20 mm nominal bore | Each | 10 | 539.95 | 5,399.5 |
| 67 | 100 mm diameter | Each | 2 | 193.95 | 387.9 |
| 68 | 15 mm nominal bore | Each | 10 | 829.45 | 8,294.5 |
| 69 | 20 mm nominal bore | Each | 10 | 857.85 | 8,578.5 |
| 70 | 25 mm nominal bore | Each | 10 | 950.35 | 9,503.5 |
| 71 | 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 | 2000 | 11 | 22,000 |
| 72 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 9 | 125.6 | 1,130.4 |
| 73 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 9 | 118.5 | 1,066.5 |
| 74 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 10 | 208.45 | 2,084.5 |
| 75 | 100 mm nominal dia | Each | 10 | 37.6 | 376 |
| 76 | 25 mm nominal bore, 152mm long, weighing not less than 440 gms | Each | 10 | 523.8 | 5,238 |
| 77 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 2 | 156.9 | 313.8 |
| 78 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 49.9 | 495.05 | 24,703 |
| 79 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 50 | 598.6 | 29,930 |
| 80 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 32 | 1,505.25 | 48,168 |
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