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Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
22 May 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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
Renovation of officers rest house and other ancillary work under ATE/JMP as per DSR-2023
DTE-JMP-05R-26-27
DTE-JMP-05R-26-27
Open
Works - General
6 Months
Munger, Bihar
₹0
₹3.4 L
22 May 2026
25 Apr 2026
8 May 2026
90 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 15 | 283.98 | 4,259.7 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum- lead | 60 | 61.83 | 3,709.8 |
| 3 | All kinds of soil | cum | 220 | 177.5 | 39,050 |
| 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 | 180 | 196 | 35,280 |
| 5 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 100 | 7,780.3 | 7,78,030 |
| 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 | 80 | 9,045.75 | 7,23,660 |
| 7 | cum | 45 | 11,505.5 | 5,17,747.5 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 700 | 392.15 | 2,74,505 |
| 9 | Shelves (Cast in situ) | Sqm | 250 | 927.25 | 2,31,812.5 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 130 | 736.4 | 95,732 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 250 | 961.3 | 2,40,325 |
| 12 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 200 | 1,028.4 | 2,05,680 |
| 13 | 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 including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%). | cum | 75 | 10,416.75 | 7,81,256.25 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 10000 | 107.85 | 10,78,500 |
| 15 | With F.P.S.(non modular) bricks | cum | 300 | 9,299.9 | 27,89,970 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 45 | 9,105.95 | 4,09,767.75 |
| 17 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 40 | 1,123.8 | 44,952 |
| 18 | Kiln seasoned and chemically treated hollock wood | cum | .7 | 83,378.05 | 58,364.64 |
| 19 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 30 | 3,167.95 | 95,038.5 |
| 20 | 20 mm dia | Metre | 25 | 393.25 | 9,831.25 |
| 21 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1100 | 238.35 | 2,62,185 |
| 22 | 300x16 mm | Each | 100 | 216.55 | 21,655 |
| 23 | 250x10 mm | Each | 25 | 441.6 | 11,040 |
| 24 | 200x10 mm | Each | 25 | 358.4 | 8,960 |
| 25 | 150x10 mm | Each | 25 | 287.25 | 7,181.25 |
| 26 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 25 | 854.65 | 21,366.25 |
| 27 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 25 | 121.65 | 3,041.25 |
| 28 | 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 | 25 | 1,124.85 | 28,121.25 |
| 29 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 60 | 763.85 | 45,831 |
| 30 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm ( +/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm ( +/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in- charge. | Sqm | 20 | 4,362 | 87,240 |
| 31 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 30 | 10,993.55 | 3,29,806.5 |
| 32 | Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre). | Sqm | 15 | 8,106.3 | 1,21,594.5 |
| 33 | 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 | 6000 | 117.35 | 7,04,100 |
| 34 | 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 | 2300 | 133.7 | 3,07,510 |
| 35 | 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, including 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 | 450 | 772.4 | 3,47,580 |
| 36 | 5.5 mm thick glass panes | Sqm | 30 | 1,390.15 | 41,704.5 |
| 37 | 1:6 (1cement : 6 coarse sand) | Sqm | 200 | 965.55 | 1,93,110 |
| 38 | 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 | 150 | 1,096.55 | 1,64,482.5 |
| 39 | Size of Tile 600x600 mm | Sqm | 150 | 1,553.45 | 2,33,017.5 |
| 40 | Size of Tile 1200 x 1200 mm | Sqm | 450 | 2,541 | 11,43,450 |
| 41 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 30 | 3,071.05 | 92,131.5 |
| 42 | 110 mm diameter | Metre | 35 | 377.4 | 13,209 |
| 43 | 110x110x110 mm | Each | 22 | 234.15 | 5,151.3 |
| 44 | 110x110x110 mm | Each | 22 | 221.35 | 4,869.7 |
| 45 | 110 mm bend | Each | 25 | 150.35 | 3,758.75 |
| 46 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 550 | 1,355.8 | 7,45,690 |
| 47 | 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 | 70 | 738.65 | 51,705.5 |
| 48 | Ridges plain (500 - 600mm) | Metre | 40 | 532.35 | 21,294 |
| 49 | 1:6 (1 cement: 6 coarse sand) | Sqm | 4500 | 343.65 | 15,46,425 |
| 50 | 1:3 (1 cement : 3 fine sand) | Sqm | 270 | 300.45 | 81,121.5 |
| 51 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3000 | 262.7 | 7,88,100 |
| 52 | 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 | 3100 | 185.65 | 5,75,515 |
| 53 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 90 | 160.6 | 14,454 |
| 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 | 193.7 | 3,87,400 |
| 55 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 120 | 67.4 | 8,088 |
| 56 | Two or more coats on new work | Sqm | 750 | 155.9 | 1,16,925 |
| 57 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 450 | 226.25 | 1,01,812.5 |
| 58 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 50 | 1,580.9 | 79,045 |
| 59 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 25 | 1,503.6 | 37,590 |
| 60 | In cement mortar | cum | 50 | 2,060.2 | 1,03,010 |
| 61 | R.S. Joists | Kg | 9000 | 3.4 | 30,600 |
| 62 | With G.I. barbed wire | Metre | 1500 | 14 | 21,000 |
| 63 | 40 mm thick | Sqm | 600 | 1,365.5 | 8,19,300 |
| 64 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 3 | 6,767.4 | 20,302.2 |
| 65 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 10 | 6,515.55 | 65,155.5 |
| 66 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 11 | 2,301.75 | 25,319.25 |
| 67 | 510x1040 mm bowl depth 250 mm | Each | 2 | 6,945.6 | 13,891.2 |
| 68 | 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 | 11 | 1,607.95 | 17,687.45 |
| 69 | 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 | 12 | 1,083.5 | 13,002 |
| 70 | C.P. brass | Each | 4 | 803.7 | 3,214.8 |
| 71 | Sand cast iron S&S pipe as per IS: 1729 | Metre | 25 | 1,151.9 | 28,797.5 |
| 72 | 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 | 11 | 168.35 | 1,851.85 |
| 73 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 11 | 231.95 | 2,551.45 |
| 74 | 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 | 11 | 673.4 | 7,407.4 |
| 75 | Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete. | Each | 3 | 14,999.15 | 44,997.45 |
| 76 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 12 | 7,979.2 | 95,750.4 |
| 77 | 15 mm dia nominal bore | Metre | 100 | 366.4 | 36,640 |
| 78 | 20 mm dia nominal bore | Metre | 100 | 437.3 | 43,730 |
| 79 | 25 mm dia nominal bore | Metre | 100 | 551.7 | 55,170 |
| 80 | 25 mm nominal bore | Each | 4 | 464.05 | 1,856.2 |
| 81 | 150 mm diameter | Each | 10 | 222.35 | 2,223.5 |
| 82 | 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 | 4000 | 11 | 44,000 |
| 83 | 15 mm nominal bore | Each | 21 | 506.8 | 10,642.8 |
| 84 | 15 mm nominal bore | Each | 12 | 820.7 | 9,848.4 |
| 85 | 15mm nominal bore | Each | 25 | 574.3 | 14,357.5 |
| 86 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 9 | 495.05 | 4,455.45 |
| 87 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 5 | 598.6 | 2,993 |
| 88 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 7 | 1,176.8 | 8,237.6 |
| 89 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) | Sqm | 70 | 5,325.9 | 3,72,813 |
| Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with ope n joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: (a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-smoke seals, microwave cured EPDM | Sqm | 80 | 3,510.5 | 2,80,840 |
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