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Tender ID
Tender Value
₹84.0 L
EMD Value
₹1.7 L
Closing Date
17 Mar 2026, 12:00 pmClosed
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
JMP-Upgradation of training infrastructure and facilities at IRIMEE & its hostels
17-25-26
17-25-26
Open
Works - General
12 Months
Munger, Bihar
₹0
₹1.7 L
17 Mar 2026
20 Feb 2026
3 Mar 2026
68 items across 1 schedule
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 7,783.65 | 77,836.5 |
| 2 | Columns, piers, abutments, pillars, posts and struts | Sqm | 300 | 804.25 | 2,41,275 |
| 3 | 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 | 40 | 10,185.05 | 4,07,402 |
| 4 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 766.55 | 3,83,275 |
| 5 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 6 | Cold twisted bars | Kg | 7200 | 89.65 | 6,45,480 |
| 7 | With Modular bricks | cum | 50 | 7,814.65 | 3,90,732.5 |
| 8 | cum | 45 | 142 | 6,390 | |
| 9 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 5 | 837.85 | 4,189.25 |
| 10 | Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof by mechanical means. | Sqm | 5 | 12.6 | 63 |
| 11 | 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 metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm 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 item.s 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 Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 100 | 4,474.2 | 4,47,420 |
| 12 | Kiln seasoned and chemically treated hollock wood | cum | .25 | 74,199.7 | 18,549.93 |
| 13 | 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 | 20 | 2,682.05 | 53,641 |
| 14 | Second class teak wood | Sqm | 15 | 2,998.3 | 44,974.5 |
| 15 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 100 | 197.7 | 19,770 |
| 16 | 250x10 mm | Each | 50 | 74.65 | 3,732.5 |
| 17 | 150x10 mm | Each | 100 | 53.05 | 5,305 |
| 18 | 125 mm | Each | 30 | 35.2 | 1,056 |
| 19 | 100X58X1.90 mm | Each | 50 | 86.15 | 4,307.5 |
| 20 | 75x47x1.80 mm | Each | 50 | 64.2 | 3,210 |
| 21 | 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 local sand, with common burnt clay non modular bricks. | Sqm | 30 | 733.3 | 21,999 |
| 22 | 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 | 60 | 935.6 | 56,136 |
| 23 | Size of Tile 600x600 mm | Sqm | 525 | 1,416.65 | 7,43,741.25 |
| 24 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 600 | 3,908.8 | 23,45,280 |
| 25 | 110 mm diameter | Metre | 300 | 319.75 | 95,925 |
| 26 | 110 mm bend | Each | 45 | 132 | 5,940 |
| 27 | 110 mm Shoe | Each | 45 | 115.95 | 5,217.75 |
| 28 | 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3):1996 (Boards with BIS certification marks) | Sqm | 600 | 1,286.45 | 7,71,870 |
| 29 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1500 | 294.35 | 4,41,525 |
| 30 | 1:3 (1 cement: 3 fine sand) | Sqm | 40 | 374.15 | 14,966 |
| 31 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1500 | 214.3 | 3,21,450 |
| 32 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 3500 | 162.55 | 5,68,925 |
| 33 | One or more coats on old work | Sqm | 2000 | 86.55 | 1,73,100 |
| 34 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 500 | 63.25 | 31,625 |
| 35 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 10 | 1,239.6 | 12,396 |
| 36 | In cement mortar | cum | 25 | 1,698.45 | 42,461.25 |
| 37 | For thickness of tiles 10 mm to 25 mm | Sqm | 1000 | 60.5 | 60,500 |
| 38 | 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 | 1000 | 45.05 | 45,050 |
| 39 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 10 | 5,781.35 | 57,813.5 |
| 40 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 41 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 20 | 2,275 | 45,500 |
| 42 | 510x1040 mm bowl depth 250 mm | Each | 10 | 6,008.45 | 60,084.5 |
| 43 | 10 litre capacity - White | Each | 15 | 1,023.05 | 15,345.75 |
| 44 | Rectangular shape 453x357 mm | Each | 5 | 1,158.95 | 5,794.75 |
| 45 | Rectangular shape 1500x450 mm | Each | 5 | 1,817.2 | 9,086 |
| 46 | 100 mm dia pipe | Each | 30 | 163.45 | 4,903.5 |
| 47 | Sand cast iron S&S as per IS - 1729 | Each | 10 | 412.95 | 4,129.5 |
| 48 | 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 | 25 | 146.3 | 3,657.5 |
| 49 | 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 | 30 | 573.6 | 17,208 |
| 50 | 15 mm dia nominal bore | Metre | 150 | 267.5 | 40,125 |
| 51 | 20 mm dia nominal bore | Metre | 100 | 315.35 | 31,535 |
| 52 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 53 | 25 mm nominal bore | Each | 8 | 532.35 | 4,258.8 |
| 54 | 20 mm nominal bore | Each | 10 | 461.75 | 4,617.5 |
| 55 | 100 mm diameter | Each | 10 | 166.35 | 1,663.5 |
| 56 | 15 mm nominal bore | Each | 15 | 682.9 | 10,243.5 |
| 57 | 20 mm nominal bore | Each | 8 | 709.7 | 5,677.6 |
| 58 | 25 mm nominal bore | Each | 10 | 789.95 | 7,899.5 |
| 59 | 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 | 15000 | 9.7 | 1,45,500 |
| 60 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 200 | 109.85 | 21,970 |
| 61 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 25 | 103.15 | 2,578.75 |
| 62 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 100 | 180.8 | 18,080 |
| 63 | 100 mm nominal dia | Each | 50 | 33.2 | 1,660 |
| 64 | 20 mm nominal bore, 120 mm long, weighing not less than 198 gms | Each | 50 | 223.5 | 11,175 |
| 65 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 45 | 136.6 | 6,147 |
| 66 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 35 | 433.95 | 15,188.25 |
| 67 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 531.8 | 2,12,720 |
| 68 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 1 | 1,325.55 | 1,325.55 |
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details.html
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nit.pdf
NIT
IRIMEEHostels.pdf
ATTACHMENT
ACS-7toGCC-2022.pdf
ATTACHMENT
ACS-8toGCC-2022.pdf
ATTACHMENT
ACS-6toGCC2022.pdf
ATTACHMENT
ACS-09_1.pdf
ATTACHMENT
ACS-10.pdf
ATTACHMENT
GCC-2022.pdf
ATTACHMENT
ACS-1toGCC-2022.pdf
ATTACHMENT
ACS-2toGCC-2022.pdf
ATTACHMENT
ACS-3toGCC-2022.pdf
ATTACHMENT
ACS-4toGCC-2022-.pdf
ATTACHMENT
Annexure-IaIb_1.pdf
ATTACHMENT
ACS-5toGCC-2022.pdf
ATTACHMENT
Annexure-V_VA1.pdf
ATTACHMENT
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