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Tender Value
₹3.0 Cr
EMD Value
₹6.0 L
Closing Date
9 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
BUILDING
14 conditions · 2 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. Non submission of the documents shall lead to summarily rejection of the offer.
(a)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. (b) (1)In case of tenders for composite works (e.g. works involving more than one distinct component, such as Civil Engineering works, S&T works, Electrical works, OHE works etc. and in the case of major bridges - substructure, superstructure etc.), 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 each component of tender, or (ii)Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or (iii)One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components. (b)(2)In such cases, what constitutes a component in a composite work shall be clearly pre-defined with estimated tender cost of it, as part of the tender documents without any ambiguity. (b) (3) To evaluate the technical eligibility of tenderer, only components of work as stipulated in tender documents for evaluation of technical eligibility, shall be considered. The scope of work covered in other remaining components shall be either executed by tenderer himself if he has work experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract or jointly i.e., partly himself and remaining through subcontractor, with prior approval of Chief Engineer in writing. However, if required in tender documents by way of Special Conditions, a formal agreement duly notarised, legally enforceable in the court of law, shall be executed by the main contractor with the subcontractor for the component(s) of work proposed to be executed by the subcontractor(s), and shall be submitted along with the offer for considering subletting of that scope of work towards fulfillment of technical eligibility. Such subcontractor must fulfill technical eligibility criteria as follows: The subcontractor shall have successfully completed at least one work similar to work proposed for subcontract, costing not less than 35% value of work to be subletted, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract.
Defination of Similar Work :- Any Civil Construction or repair work.
13 conditions · 2 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.
Indian Railways Standard General Conditions of Contract, April 2022 (IRGCC, April 2022) with correction slips issued up to date of inviting tender will be applicable for this tender.
If the bidder submits Bid Security in form of Bank Guarantee, "The Original Bank Guarantee should be delivered in person Receive and Dispatch Section of this office (i.e DRM office, Engineering Branch, West Central Railway, Jabalpur) before closing date for submission of bids (i.e. excluding the last date of submission of bids)."
Maintenance period will be 06 months or one monsoon whichever is later from the date of actual completion of work.
Provision of departure yard office at New Katni Junction under Assistant Divisional Engineer (Maintenance) Katni sub division
DRMW-JBP-73-2026
DRMW-JBP-73-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹6.0 L
9 Jun 2026
15 May 2026
26 May 2026
110 items across 2 schedules · ₹1,69,31,084.55 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 250 | 283.98 | 70,995 |
| 2 | All kinds of soil | cum | 200 | 177.5 | 35,500 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 20 | 2,123.75 | 42,475 |
| 4 | 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 | 46.68 | 7,878.5 | 3,67,768.38 |
| 5 | Foundations, footings, bases for columns | Sqm | 26.68 | 392.15 | 10,462.56 |
| 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 | 50.78 | 9,045.75 | 4,59,343.19 |
| 7 | cum | 75.86 | 11,505.5 | 8,72,807.23 | |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 133.4 | 392.15 | 52,312.81 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 260.75 | 927.25 | 2,41,780.44 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 180 | 736.4 | 1,32,552 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 253.92 | 961.3 | 2,44,093.3 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 5000 | 107.85 | 5,39,250 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 9500 | 107.85 | 10,24,575 |
| 14 | Providing and laying Autoclaved Aerated Concrete (AAC) blocks masonry with 150 mm to 300 mm thick with Grade -1 AAC blocks of density 551 to 650 kg/cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). | cum | 92 | 8,333.65 | 7,66,695.8 |
| 15 | 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 | 80 | 1,267.95 | 1,01,436 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 174 | 3,167.95 | 5,51,223.3 |
| 17 | 300x16 mm | Each | 2 | 216.55 | 433.1 |
| 18 | 150x10 mm | Each | 4 | 59.45 | 237.8 |
| 19 | 125 mm | Each | 4 | 39.95 | 159.8 |
| 20 | Single rubber stopper | Each | 5 | 39.6 | 198 |
| 21 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 60 | 10,874.2 | 6,52,452 |
| 22 | 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 | 50 | 8,106.3 | 4,05,315 |
| 23 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 6220 | 172.6 | 10,73,572 |
| 24 | 25 mm thick | Sqm | 50 | 1,948.25 | 97,412.5 |
| 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 | 12 | 1,096.55 | 13,158.6 |
| 26 | Size of Tile 800x800 mm | Sqm | 174 | 2,060.75 | 3,58,570.5 |
| 27 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 124.14 | 4,481.3 | 5,56,308.58 |
| 28 | Flat surfaces | Sqm | 60 | 1,718.95 | 1,03,137 |
| 29 | Curved surfaces | Sqm | 20 | 2,067.45 | 41,349 |
| 30 | 110 mm diameter | Metre | 50 | 377.4 | 18,870 |
| 31 | 110 mm bend | Each | 5 | 150.35 | 751.75 |
| 32 | 1:4 (1 cement: 4 fine sand) | Sqm | 900 | 399.45 | 3,59,505 |
| 33 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 900 | 262.7 | 2,36,430 |
| 34 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 900 | 116.9 | 1,05,210 |
| 35 | 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 | 900 | 193.7 | 1,74,330 |
| 36 | Two or more coats on new work | Sqm | 115.2 | 155.9 | 17,959.68 |
| 37 | Orissa pattern W.C Pan of size 580x440 mm | Each | 3 | 4,478.75 | 13,436.25 |
| 38 | 3 mm thick | Sqm | 213.71 | 537.45 | 1,14,858.44 |
| 39 | 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 | 20 | 3,551.25 | 71,025 |
| 40 | In cement mortar | cum | 10 | 2,060.2 | 20,602 |
| 41 | Moorum | cum | 500 | 768.25 | 3,84,125 |
| 42 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 1000 | 1,045.65 | 10,45,650 |
| 43 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 4 | 12,071.75 | 48,287 |
| 44 | 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 |
| 45 | Orissa pattern W.C. pan of size 580x440 mm | Each | 2 | 3,169.05 | 6,338.1 |
| 46 | 15 mm dia nominal bore | Metre | 50 | 322.15 | 16,107.5 |
| 47 | 20 mm dia nominal bore | Metre | 50 | 368.6 | 18,430 |
| 48 | 25 mm dia nominal bore | Metre | 100 | 467.75 | 46,775 |
| 49 | 50 mm dia nominal bore | Metre | 200 | 762.15 | 1,52,430 |
| 50 | 25 to 40 mm nominal bore | Each | 5 | 911.9 | 4,559.5 |
| 51 | 25 mm nominal bore | Each | 2 | 464.05 | 928.1 |
| 52 | 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 |
| 53 | 15 mm nominal bore | Each | 10 | 506.8 | 5,068 |
| 54 | 15 mm nominal bore | Each | 5 | 670.45 | 3,352.25 |
| 55 | 300 mm dia. R.C.C. pipe | Metre | 100 | 994.3 | 99,430 |
| 56 | 300 mm dia piles | Metre | 414 | 3,065.6 | 12,69,158.4 |
| 57 | 300 mm dia piles | Each | 46 | 2,626.3 | 1,20,809.8 |
| 58 | 300 mm dia | Metre | 100 | 825.7 | 82,570 |
| 59 | 200 mm nominal size dia | Metre | 100 | 1,113.35 | 1,11,335 |
| 60 | 200 mm nominal size dia | Metre | 30 | 1,255.7 | 37,671 |
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nit.pdf
NIT
Splcond.LetterofCredit.pdf
ATTACHMENT
ACS8to10ofIRGCCApril2022.pdf
ATTACHMENT
ACSno.11dated13.03.2026_compressed.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
Specialconditionofwork.pdf
ATTACHMENT
TenderDocument.pdf
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