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Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
5 May 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Repair to quarters and service building from SBD to KTE station and BQQ to MJGP station under ADEN/KTE sub- division.
DRMW-JBP-52-2026
DRMW-JBP-52-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.5 L
5 May 2026
8 Apr 2026
21 Apr 2026
43 items across 2 schedules · ₹50,73,067.73 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 60 | 205.45 | 12,327 |
| 2 | 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 | 219.83 | 7,365.15 | 16,19,080.92 |
| 3 | 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 | 58.28 | 6,833.4 | 3,98,250.55 |
| 4 | Foundations, footings, bases for columns | Sqm | 40 | 307.95 | 12,318 |
| 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 | 10 | 8,364.2 | 83,642 |
| 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 | 60 | 10,185.05 | 6,11,103 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 75 | 307.95 | 23,096.25 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 85 | 766.55 | 65,156.75 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 60 | 608.35 | 36,501 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 5801.44 | 89.65 | 5,20,099.1 |
| 11 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 80 | 7,873.2 | 6,29,856 |
| 12 | 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 | 200 | 1,063.45 | 2,12,690 |
| 13 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 77.4 | 3,086.1 | 2,38,864.14 |
| 14 | 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 | 2500 | 111.95 | 2,79,875 |
| 15 | 80x1.20 mm M.S. laths with 1.20 mm thick top cover | Sqm | 20 | 2,868.3 | 57,366 |
| 16 | Hot finished welded type tubes | Kg | 4961.69 | 154.9 | 7,68,565.78 |
| 17 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7808.2 | 142.3 | 11,11,106.86 |
| 18 | Providing and fixing 1st quality ceramic glazed floor 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 | 50 | 938.5 | 46,925 |
| 19 | Size of Tile 600x600 mm | Sqm | 503.31 | 1,416.65 | 7,13,014.11 |
| 20 | 110 mm diameter | Metre | 50 | 319.75 | 15,987.5 |
| 21 | 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 | 645 | 671.55 | 4,33,149.75 |
| 22 | 1:4 (1 cement: 4 fine sand) | Sqm | 170 | 294.85 | 50,124.5 |
| 23 | Two or more coats on new work | Sqm | 170 | 137.85 | 23,434.5 |
| 24 | Two or more coats on new work | Sqm | 197.2 | 131.45 | 25,921.94 |
| 25 | Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm) | Sqm | 29.37 | 941.95 | 27,665.07 |
| 26 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 27 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 28 | 15 mm dia nominal bore | Metre | 60 | 267.5 | 16,050 |
| 29 | 25 mm dia nominal bore | Metre | 110 | 417.95 | 45,974.5 |
| 30 | 50 mm dia nominal bore | Metre | 380 | 654.2 | 2,48,596 |
| 31 | 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 | 10000 | 9.7 | 97,000 |
| 32 | 300 mm dia. R.C.C. pipe | Metre | 100 | 902.05 | 90,205 |
| 33 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 288 | 433.95 | 1,24,977.6 |
| 34 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 248 | 531.8 | 1,31,886.4 |
| 35 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 20 | 1,019.8 | 20,396 |
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Tenderdocument10.pdf
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GeneralConditions1.pdf
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Annexure-VIB.pdf
ATTACHMENT
SGCCApril22ACSNo.8to11_compressed.pdf ACS 8 to 11 of IRGCC April 2022
ATTACHMENT
letterforcredit.pdf
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SGCCApril22ACSNo.8to11_compressed.pdf
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