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Tender Value
₹3.6 Cr
EMD Value
₹3.3 L
Closing Date
23 Jan 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 Engineering work.
12 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 the 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 is six months or one monsoon whichever is later from the date of actual completion of the work.
Two Misc work under Senior Divisional Engineer/West/Jabalpur jurisdiction. Part-1:- Left over work for construction from GTY to SYA station 04 nos. Toilet blocks, 30 nos water booth, 800 m boundary wall, 4 nos Hand pump/tube well, 400 m drain, 250 m retaining wall, 400 m tie bar fencing under ADEN/Damoh sub division. Part- 2:-ADEN/Damoh and ADEN/Sagar:- Repairs to Doors, windows, gates, flooring, plaster, roof leakage and sewer lines at railway colonies under ADEN/Damoh & ADEN/Sagar Sub-division.
DRMW-JBP-217-2025~WCR
DRMW-JBP-217-2025
Open
Works - General
10 Months
Jabalpur, Madhya Pradesh
₹0
₹3.3 L
23 Jan 2026
30 Dec 2025
9 Jan 2026
349 items across 3 schedules · ₹3,99,47,231.54 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1627 | 205.45 | 3,34,267.15 |
| 2 | All kinds of soil. | cum | 432 | 286.85 | 1,23,919.2 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | cum | 120 | 253.95 | 30,474 |
| 4 | All kinds of soil | cum | 160 | 104.5 | 16,720 |
| 5 | 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 | 7,365.15 | 2,94,606 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 323 | 6,833.4 | 22,07,188.2 |
| 7 | 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 | 844 | 8,364.2 | 70,59,384.8 |
| 8 | 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 | 108 | 10,185.05 | 10,99,985.4 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 500 | 307.95 | 1,53,975 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 1800 | 669.55 | 12,05,190 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 320 | 766.55 | 2,45,296 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 880 | 608.35 | 5,35,348 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1040 | 804.25 | 8,36,420 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 35640 | 89.65 | 31,95,126 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 82 | 6,882 | 5,64,324 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 513 | 8,512.1 | 43,66,707.3 |
| 17 | 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 | 1,063.45 | 10,63,450 |
| 18 | 100x58x1.90 mm | Each | 32 | 40.6 | 1,299.2 |
| 19 | 250x16 mm | Each | 32 | 234.9 | 7,516.8 |
| 20 | 250x10 mm | Each | 32 | 104.4 | 3,340.8 |
| 21 | 125 mm | Each | 32 | 60.05 | 1,921.6 |
| 22 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (+/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 135 | 462.25 | 62,403.75 |
| 23 | Non decorative finish (matt finish) | Sqm | 42 | 3,467.2 | 1,45,622.4 |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 400 | 142.3 | 56,920 |
| 25 | Size of Tile 600 x 600 mm | Sqm | 120 | 1,311.05 | 1,57,326 |
| 26 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 100 | 3,908.8 | 3,90,880 |
| 27 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 28 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 | 500 | 671.55 | 3,35,775 |
| 29 | Ridges plain (500 - 600mm) | Metre | 100 | 450.6 | 45,060 |
| 30 | 1:4 (1 cement: 4 fine sand) | Sqm | 1320 | 294.85 | 3,89,202 |
| 31 | 1:6 (1 cement: 6 fine sand) | Sqm | 4280 | 324.3 | 13,88,004 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 920 | 214.3 | 1,97,156 |
| 33 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 920 | 166.85 | 1,53,502 |
| 34 | Two or more coats on new work | Sqm | 3680 | 137.85 | 5,07,288 |
| 35 | Orissa pattern W.C Pan of size 580x440 mm | Each | 20 | 3,850.65 | 77,013 |
| 36 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 27 | 2,007.1 | 54,191.7 |
| 37 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in- Charge. | cum | 200 | 2,803.65 | 5,60,730 |
| 38 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 39 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 12 | 1,913.75 | 22,965 |
| 40 | 10 litre capacity - White | Each | 24 | 1,023.05 | 24,553.2 |
| 41 | 32 mm dia | Each | 16 | 104.35 | 1,669.6 |
| 42 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 1200 | 568.6 | 6,82,320 |
| 43 | PN - 10 Pipe, 110 mm OD (SDR-11) | Metre | 250 | 1,689.5 | 4,22,375 |
| 44 | 15 mm nominal dia Pipes | Metre | 200 | 255.9 | 51,180 |
| 45 | 20 mm nominal dia Pipes | Metre | 200 | 325.1 | 65,020 |
| 46 | 25 mm nominal dia Pipes | Metre | 200 | 408.55 | 81,710 |
| 47 | 15 mm dia nominal bore | Metre | 60 | 304.15 | 18,249 |
| 48 | 25 mm dia nominal bore | Metre | 60 | 491.2 | 29,472 |
| 49 | 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 | 2000 | 9.7 | 19,400 |
| 50 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 130 | 109.85 | 14,280.5 |
| 51 | 20 mm nominal bore, 89 mm long, weighing not less than 88 gms | Each | 16 | 113.85 | 1,821.6 |
| 52 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 12 | 180.8 | 2,169.6 |
| 53 | 600 mm dia RCC pipes. | Metre | 100 | 3,051.55 | 3,05,155 |
| 54 | 300 mm dia | Metre | 300 | 690.7 | 2,07,210 |
| 55 | 200 mm nominal size dia | Metre | 200 | 951.95 | 1,90,390 |
| Schedule total | ₹3,00,61,611 | ||||
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SGCCAprilACSNo.8910.pdf
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