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Tender Value
₹3.3 Cr
EMD Value
₹6.6 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
Capital (Works)
Above/Below/Par
TRACK 1
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 works.
17 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.
Tenderer should submit his own drawing acceptable to the railways and test report of the rubber pad with the tender document. Without these documents the tender will be summarily rejected.
Standardization and upgradation work at LC Gates (i.e. Improvement of Level Crossing Gate Lodge, toilet block, water supply, surfacing of road and provision of standard height gauge fencing etc.) LC No. 312, 324, 326, 327, 328, 329, 331, 332,336,338, 339, 340,341, 342, 343, 344, 346, 347, 349, 350, 351, 353, 355 on BRGT - KTE and LC No. 94, 98 and 100 on BIN - KTE section under jurisdiction of Sr. DEN (Central).
DRMW-JBP-51-2026
DRMW-JBP-51-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹6.6 L
5 May 2026
7 Apr 2026
21 Apr 2026
246 items across 5 schedules · ₹1,59,86,435.62 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 240 | 205.45 | 49,308 |
| 2 | All kinds of soil | Sqm | 200 | 28.15 | 5,630 |
| 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 | 16 | 6,833.4 | 1,09,334.4 |
| 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 | 40 | 9,375.2 | 3,75,008 |
| 5 | Foundations, footings, bases for columns | Sqm | 24 | 307.95 | 7,390.8 |
| 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 | 40 | 8,364.2 | 3,34,568 |
| 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 | 60 | 10,185.05 | 6,11,103 |
| 8 | cum | 28 | 10,719.3 | 3,00,140.4 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 40 | 307.95 | 12,318 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 320 | 669.55 | 2,14,256 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 60 | 766.55 | 45,993 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 120 | 608.35 | 73,002 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 96 | 804.25 | 77,208 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8000 | 89.65 | 7,17,200 |
| 15 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 12000 | 89.65 | 10,75,800 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 8,190.9 | 8,19,090 |
| 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 | 280 | 1,063.45 | 2,97,766 |
| 18 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 19 | 1,881.95 | 35,757.05 |
| 19 | On one side only | Sqm | 19 | 408.05 | 7,752.95 |
| 20 | 250x16 mm | Each | 19 | 234.9 | 4,463.1 |
| 21 | 100x10 mm | Each | 19 | 58.65 | 1,114.35 |
| 22 | 100 mm | Each | 19 | 53.25 | 1,011.75 |
| 23 | 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of the size of 762 mm X 25 mm or less as per requirement with an average wall thickness of 1 mm (+/- 0.3 mm). PVC foam end cap of size 23x10 mm are provided on both vertical edges to ensure the overall thickness of 25 mm. M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (+/- 0.1 mm) is inserted along the hinge side of the door. Core of the door shutter should be filled with High Density Polyurethane foam. The Top & Bottom edges of the shutter are covered with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with special polymeric reinforcements as per manufacturer's specification and direction of Engineer-in-charge to take up necessary hardware and fixtures. Stickers indicating the locations of hardware will be pasted at appropriate places | Sqm | 24 | 2,612.2 | 62,692.8 |
| 24 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 64 | 408.25 | 26,128 |
| 25 | 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 | 24000 | 111.95 | 26,86,800 |
| 26 | Hot finished welded type tubes | Kg | 2400 | 154.9 | 3,71,760 |
| 27 | 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 | 800 | 612.25 | 4,89,800 |
| 28 | 5.5 mm thick glass panes (weight not less than 12.50 kg/sqm) | Sqm | 16 | 1,243.5 | 19,896 |
| 29 | Dark shade pigment using ordinary cement | Sqm | 36 | 983.95 | 35,422.2 |
| 30 | 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 | 72 | 935.6 | 67,363.2 |
| 31 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 12 | 3,908.8 | 46,905.6 |
| 32 | Extra for providing and fixing wind ties of 40x 6 mm flat iron section. | Metre | 40 | 163.65 | 6,546 |
| 33 | 110 mm diameter | Metre | 20 | 319.75 | 6,395 |
| 34 | 110 mm | Each | 32 | 309.5 | 9,904 |
| 35 | 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 | 120 | 671.55 | 80,586 |
| 36 | Ridges plain (500 - 600mm) | Metre | 20 | 450.6 | 9,012 |
| 37 | 1:6 (1 cement: 6 fine sand) | Sqm | 800 | 282 | 2,25,600 |
| 38 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 240 | 214.3 | 51,432 |
| 39 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1200 | 140.05 | 1,68,060 |
| 40 | Two or more coats on new work | Sqm | 72 | 131.45 | 9,464.4 |
| 41 | Two coats | Sqm | 800 | 121.55 | 97,240 |
| 42 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 20 | 2,007.1 | 40,142 |
| 43 | In cement mortar | cum | 20 | 1,698.45 | 33,969 |
| 44 | 63 mm to 45 mm size stone aggregate | cum | 80 | 1,624.5 | 1,29,960 |
| 45 | 53 mm to 22.4 mm size stone aggregate | cum | 40 | 1,837.25 | 73,490 |
| 46 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 400 | 16.35 | 6,540 |
| 47 | On bituminous surface @ 0.25kg/sqm | Sqm | 4000 | 10.85 | 43,400 |
| 48 | 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. | cum | 280 | 10,870.75 | 30,43,810 |
| 49 | Made of G.I. wire of dia 4 mm | Sqm | 640 | 859.5 | 5,50,080 |
| 50 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 9 | 5,781.35 | 52,032.15 |
| 51 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 9 | 5,540.55 | 49,864.95 |
| 52 | 15 mm dia nominal bore | Metre | 40 | 267.5 | 10,700 |
| 53 | 20 mm dia nominal bore | Metre | 24 | 315.35 | 7,568.4 |
| 54 | 25 mm dia nominal bore | Metre | 24 | 417.95 | 10,030.8 |
| 55 | 50 mm dia nominal bore | Metre | 80 | 654.2 | 52,336 |
| 56 | 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 |
| 57 | 200 mm diameter | Metre | 24 | 830.4 | 19,929.6 |
| 58 | 300 mm diameter | Metre | 24 | 1,774.5 | 42,588 |
| 59 | 150 mm dia. R.C.C. pipe | Metre | 36 | 493.1 | 17,751.6 |
| 60 | 300 mm dia. R.C.C. pipe | Metre | 36 | 902.05 | 32,473.8 |
| 61 | 300 mm dia piles | Metre | 120 | 2,560.9 | 3,07,308 |
| 62 | 300 mm dia piles | Each | 36 | 2,182.6 | 78,573.6 |
| 63 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 400 | 433.95 | 1,73,580 |
| 64 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 480 | 531.8 | 2,55,264 |
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