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Tender Value
₹4.0 Cr
EMD Value
₹8.0 L
Closing Date
23 Oct 2026, 3:00 pm
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.
18 conditions · 3 needing a document upload
The local content requirement for this work is minimum 50%forMake in India compliance. If the tenderer does not submit therequired local content percentage in the proposal submitted, theproposal will be summarily rejected. The tenderer has to enterthe local content percentage as required, under Sr. No. 2 ofCommercial-Compliance with their offer
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)."
For civil work maintenance period will be 06 months or onemonsoon whichever is later from the date of actual completionof work. For electrical work maintenance/guarantee period willbe as per special condition of electrical work attached atdocuments
Extension of running room for 50 beds in new building campus at New Katni Junction under Assistant Divisional Engineer (Maintenance) Katni sub division
DRWM-JBP-190-2026~WCR
DRWM-JBP-190-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹8.0 L
24 Sept 2026
24 Sept 2026
9 Oct 2026
140 items across 2 schedules · ₹30,33,995.32 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 160 | 234.05 | 37,448 |
| 2 | All kinds of soil | cum | 1600 | 205.45 | 3,28,720 |
| 3 | All kinds of soil | cum | 750 | 104.5 | 78,375 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 400 | 2,161.2 | 8,64,480 |
| 5 | 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 | 100 | 9,793.75 | 9,79,375 |
| 6 | 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 | 40 | 9,375.2 | 3,75,008 |
| 7 | Foundations, footings, bases for columns | Sqm | 40 | 307.95 | 12,318 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 8 | 669.55 | 5,356.4 |
| 9 | Columns, piers, abutments, pillars, posts and struts | Sqm | 8 | 804.25 | 6,434 |
| 10 | 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 | 8 | 7,783.65 | 62,269.2 |
| 11 | 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 | 480 | 8,364.2 | 40,14,816 |
| 12 | 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 |
| 13 | cum | 480 | 10,719.3 | 51,45,264 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 200 | 307.95 | 61,590 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1487 | 766.55 | 11,39,859.85 |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 982 | 608.35 | 5,97,399.7 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 974 | 804.25 | 7,83,339.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 75000 | 89.65 | 67,23,750 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 65000 | 89.65 | 58,27,250 |
| 20 | Providing and laying Autoclaved Aerated concrete blocks (AAC) masonry 150mm/230mm/300 mm thick AAC with Grade-1 blocks of density 551-650 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 seperately). | cum | 400 | 6,994.15 | 27,97,660 |
| 21 | 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 | 360 | 1,063.45 | 3,82,842 |
| 22 | Extra for providing frosted glass panes 4 mm thick (weight not less than 10 kg per sqm) instead of ordinary float glass panes 4 mm thick (weight not less than 10 kg per sqm) in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured). | Sqm | 110 | 148.5 | 16,335 |
| 23 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 140 | 3,086.1 | 4,32,054 |
| 24 | 300x16 mm | Each | 140 | 180.55 | 25,277 |
| 25 | 150x10 mm | Each | 60 | 53.05 | 3,183 |
| 26 | 125 mm | Each | 150 | 35.2 | 5,280 |
| 27 | Single rubber stopper | Each | 70 | 35.5 | 2,485 |
| 28 | Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing b e a d of appropriate dimension. (Area of window above 1.75 sqm). | Sqm | 30 | 9,642.6 | 2,89,278 |
| 29 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5500 | 142.3 | 7,82,650 |
| 30 | M.S. tube | Kg | 1300 | 157.15 | 2,04,295 |
| 31 | 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, i/c 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 | 160 | 612.25 | 97,960 |
| 32 | Galvanised M.S. Wire gauge with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 50 | 732.2 | 36,610 |
| 33 | 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 | 40 | 935.6 | 37,424 |
| 34 | Size of Tile 800x800 mm | Sqm | 800 | 2,003.65 | 16,02,920 |
| 35 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 40 | 2,589.9 | 1,03,596 |
| 36 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 90 | 3,908.8 | 3,51,792 |
| 37 | 110 mm diameter | Metre | 350 | 319.75 | 1,11,912.5 |
| 38 | 110 mm bend | Each | 80 | 132 | 10,560 |
| 39 | 110 mm Shoe | Each | 80 | 115.95 | 9,276 |
| 40 | 1:4 (1 cement: 4 fine sand) | Sqm | 4000 | 339.7 | 13,58,800 |
| 41 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4000 | 214.3 | 8,57,200 |
| 42 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 5000 | 97.6 | 4,88,000 |
| 43 | 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 | 5000 | 158.95 | 7,94,750 |
| 44 | Two or more coats on new work | Sqm | 2200 | 131.45 | 2,89,190 |
| 45 | Orissa pattern W.C Pan of size 580x440 mm | Each | 20 | 3,850.65 | 77,013 |
| 46 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 24 | 6,941.3 | 1,66,591.2 |
| 47 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 8 | 10,128.3 | 81,026.4 |
| 48 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 28 | 2,275 | 63,700 |
| 49 | 510x1040 mm bowl depth 250 mm | Each | 3 | 6,008.45 | 18,025.35 |
| 50 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 51 | Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms | Each | 28 | 325.1 | 9,102.8 |
| 52 | 15 mm nominal dia Pipes | Metre | 40 | 255.9 | 10,236 |
| 53 | 20 mm nominal dia Pipes | Metre | 40 | 325.1 | 13,004 |
| 54 | 25 mm nominal dia Pipes | Metre | 40 | 408.55 | 16,342 |
| 55 | 15 mm dia nominal bore | Metre | 90 | 267.5 | 24,075 |
| 56 | 20 mm dia nominal bore | Metre | 90 | 315.35 | 28,381.5 |
| 57 | 25 mm dia nominal bore | Metre | 90 | 417.95 | 37,615.5 |
| 58 | 50 mm dia nominal bore | Metre | 90 | 654.2 | 58,878 |
| 59 | 80 mm dia nominal bore | Metre | 36 | 919.1 | 33,087.6 |
| 60 | 25 to 40 mm nominal bore | Each | 45 | 757.1 | 34,069.5 |
| 61 | 25 mm nominal bore | Each | 3 | 399.15 | 1,197.45 |
| 62 | 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 | 4000 | 9.7 | 38,800 |
| 63 | 15 mm nominal bore | Each | 65 | 434.2 | 28,223 |
| 64 | 15 mm nominal bore | Each | 40 | 594.75 | 23,790 |
| 65 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 28 | 96.75 | 2,709 |
| 66 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 160 | 466.3 | 74,608 |
| 67 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 140 | 564.8 | 79,072 |
| 68 | With 15 mm thick integral densified micro edge light weight calcium silicate false ceiling tiles | Sqm | 700 | 2,055.65 | 14,38,955 |
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details.html
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nit.pdf
NIT
Splcond.LetterofCredit.pdf
ATTACHMENT
AnnexureVIB.pdf
ATTACHMENT
ACS8to10ofIRGCCApril2022.pdf
ATTACHMENT
ACSno.11dated13.03.2026_compressed.pdf
ATTACHMENT
ACSno.12dated12.08.2026.pdf
ATTACHMENT
Specialconditionofelectricalwork.pdf
ATTACHMENT
TD.pdf
ATTACHMENT
JPOcablecut.pdf
ATTACHMENT
PreferencetoMakeinIndialetterdated20.08.20242.pdf
ATTACHMENT
Specialconditionofcivilwork_1.pdf
ATTACHMENT
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