Loading
Loading…
Loading…
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
28 Apr 2026, 12:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DTE OFFICE
16 conditions · 5 needing a document upload
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.
The tenderer must have successfully completed or substantially completed any one of the following categories of work(s) during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: (i) Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or (ii) Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or (iii) One similar work costing not less than the amount equal to 60% of advertised value of the tender
Similar nature of work-"Any Civil Engineering work".
Annexure V :- The tenderers shall submit a copy of certificate stating that all their statements/documents submitted along with bid are true and factual. Standard format of certificate to be submitted by the bidder is enclosed as Annexure-V of GCC-2022. Non submission of above certificate by the bidder shall result in summarily rejection of his/their bid. It shall be mandatorily incumbent upon the tenderer to identify, state and submit the supporting documents duly self-attested/digitally signed by which they/he is qualifying the Qualifying Criteria mentioned in the Tender Document.
Demand for the credential criteria both Technical and Similar nature of work and other technical details are to be uploaded with a scanned copy duly filled in and signed as per GCC-2022. The details of the uploaded documents should be produced whenever demanded for verification on written request at any point of time of the tender and contract within 7 days. Otherwise, Railway reserves rights to Reject/Accept such tender/offer without any reference to the tenderer/tenderer's.
23 conditions · 4 needing a document upload
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.
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)
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
The working site shall be provided to the Contractor in phases by the Railway after completion/commissioning of the allotted portion of work.
The scope of work mentioned above is indicative and for general guidance only. Actual scope of work may vary as per Railway's requirement and site conditions.
In case, any discrepancy between the tender document downloaded from the internet and the master copy, latter shall prevail and will be binding on the tenderer/s. No claim on this account will be entertained.
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.
Maintenance of staff quarters by providing basic amenities in West Colony Jamalpur.
DTE-JMP-01-26-27
DTE-JMP-01-26-27
Open
Works - General
12 Months
Munger, Bihar
₹0
₹7.8 L
28 Apr 2026
2 Apr 2026
14 Apr 2026
60 items across 1 schedule · ₹4,65,30,975.1 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | 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 | 880 | 7,878.5 | 69,33,080 |
| 2 | 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 | 60 | 9,045.75 | 5,42,745 |
| 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 | 50 | 10,852.95 | 5,42,647.5 |
| 4 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 360 | 392.15 | 1,41,174 |
| 5 | Mild steel and Medium Tensile steel bars | Kg | 200 | 107.1 | 21,420 |
| 6 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 7,132.25 | 5,34,918.75 |
| 7 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 75 | 9,105.95 | 6,82,946.25 |
| 8 | cum | 80 | 169.45 | 13,556 | |
| 9 | Area of slab over 0.50 sqm | Sqm | 120 | 5,136.3 | 6,16,356 |
| 10 | 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 | 1000 | 1,267.95 | 12,67,950 |
| 11 | Sal wood | cum | 17 | 1,16,520.3 | 19,80,845.1 |
| 12 | 30 mm thick shutters | Sqm | 1000 | 2,676.85 | 26,76,850 |
| 13 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 100 | 2,172.1 | 2,17,210 |
| 14 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 900 | 238.35 | 2,14,515 |
| 15 | 250x16 mm | Each | 400 | 193.7 | 77,480 |
| 16 | 250x10 mm | Each | 720 | 83.9 | 60,408 |
| 17 | 150x10 mm | Each | 720 | 59.45 | 42,804 |
| 18 | 125 mm | Each | 120 | 39.95 | 4,794 |
| 19 | 100X58X1.90 mm | Each | 2000 | 107.1 | 2,14,200 |
| 20 | Providing and fixing factory made door frame (single rebate) made out of solid foam PVC extruded profile of minimum 60 mm width and minimum 30 mm thickness, having homogenous fine cellular structure and integral smooth outer skin. The frame's vertical and horizontal members to be mitered cut and joined together with PVC solvent adhesive / cement and both corners strengthened with fully threaded steel screws (of required size) fixed diagonally. The door frame is to be fixed to door jambs using 6 Nos. SS 304 grade minimum 8 mm dia CSK Phillips stainless steel self tapping screws/fasteners with PA6 grade polyamide sleeves both of required size, and gap if any between the door frame and the jamb must be filled with clear silicon, complete as per direction of the Engineer-in-Charge. | Metre | 600 | 696 | 4,17,600 |
| 21 | 5 mm thick solid foam PVC panel of required size with moulded/ extruded beading of appropriate design shape and size as per manufacturer's specifications ( to secure the panel insert tight in place within the style and rails of shutter) matching the colour and shade of shutter frame. Non decorative type | Sqm | 300 | 3,754.2 | 11,26,260 |
| 22 | 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 | 5000 | 133.7 | 6,68,500 |
| 23 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 600 | 844.7 | 5,06,820 |
| 24 | 1:6 (1cement : 6 coarse sand) | Sqm | 1500 | 965.55 | 14,48,325 |
| 25 | 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 | 1500 | 1,096.55 | 16,44,825 |
| 26 | Size of Tile 600x600 mm | Sqm | 200 | 1,553.45 | 3,10,690 |
| 27 | 110 mm diameter | Metre | 2000 | 377.4 | 7,54,800 |
| 28 | 110 mm | Each | 320 | 136.15 | 43,568 |
| 29 | 110 mm bend | Each | 320 | 150.35 | 48,112 |
| 30 | 1:6 (1 cement: 6 fine sand) | Sqm | 280 | 333.35 | 93,338 |
| 31 | 1:4 (1 cement: 4 fine sand) | Sqm | 2000 | 425.55 | 8,51,100 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 700 | 262.7 | 1,83,890 |
| 33 | 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 | 3000 | 185.65 | 5,56,950 |
| 34 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 5100 | 116.9 | 5,96,190 |
| 35 | Two or more coats on new work | Sqm | 1500 | 155.9 | 2,33,850 |
| 36 | Two or more coats on new work | Sqm | 700 | 146.8 | 1,02,760 |
| 37 | 3 mm thick | Sqm | 25000 | 560.95 | 1,40,23,750 |
| 38 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 90 | 6,767.4 | 6,09,066 |
| 39 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 50 | 6,515.55 | 3,25,777.5 |
| 40 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 120 | 2,648.85 | 3,17,862 |
| 41 | 510x1040 mm bowl depth 200 mm | Each | 120 | 7,159 | 8,59,080 |
| 42 | 10 litre capacity - White | Each | 120 | 1,190.65 | 1,42,878 |
| 43 | Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan. | Each | 240 | 142.85 | 34,284 |
| 44 | 32 mm dia | Each | 240 | 103.9 | 24,936 |
| 45 | 15 mm dia nominal bore | Metre | 1200 | 322.15 | 3,86,580 |
| 46 | 20 mm dia nominal bore | Metre | 1000 | 368.6 | 3,68,600 |
| 47 | 25 mm dia nominal bore | Metre | 1600 | 467.75 | 7,48,400 |
| 48 | 15 mm nominal bore | Each | 240 | 406.85 | 97,644 |
| 49 | 20 mm nominal bore | Each | 240 | 462.5 | 1,11,000 |
| 50 | 25 mm nominal bore | Each | 140 | 464.05 | 64,967 |
| 51 | 15 mm nominal bore | Each | 240 | 829.45 | 1,99,068 |
| 52 | 20 mm nominal bore | Each | 240 | 857.85 | 2,05,884 |
| 53 | 25 mm nominal bore | Each | 140 | 950.35 | 1,33,049 |
| 54 | 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 | 120000 | 11 | 13,20,000 |
| 55 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 480 | 125.6 | 60,288 |
| 56 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 120 | 118.5 | 14,220 |
| 57 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 80 | 224.1 | 17,928 |
| 58 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 120 | 156.9 | 18,828 |
| 59 | Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms | Each | 120 | 121.4 | 14,568 |
| 60 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 50 | 1,176.8 | 58,840 |
| Schedule total | ₹4,65,30,975.1 | ||||
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
HTML
nit.pdf
NIT
ACS-1.pdf
ATTACHMENT
ACS-2.pdf
ATTACHMENT
ACS-3.pdf
ATTACHMENT
ACS-4.pdf
ATTACHMENT
ACS-5.pdf
ATTACHMENT
ACS-6.pdf
ATTACHMENT
ACS-7.pdf
ATTACHMENT
ACS-8.pdf
ATTACHMENT
ACS-9.pdf
ATTACHMENT
ACS-10.pdf
ATTACHMENT
ACS-11.pdf
ATTACHMENT
GCC-2022_1.pdf
ATTACHMENT
Annexure-V_VA1.pdf
ATTACHMENT
Annexure-IaIb_1.pdf
ATTACHMENT
StaffQtrs.pdf
ATTACHMENT
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .