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Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
17 Jul 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.
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 of the work will be 06 months or one monsoon whichever is later from the date of actual completion of the work.
Construction of Gang tool room with seating arrangement toilet at P.Way Gang unit (14 nos.) and trolly shed at Khurai and Sagar under Assistant Division Engineer Sagar sub division.
DRMW-JBP-102-2026
DRMW-JBP-102-2026
Open
Works - General
12 Months
Jabalpur, Madhya Pradesh
₹0
₹2.6 L
17 Jul 2026
22 Jun 2026
3 Jul 2026
51 items across 1 schedule · ₹1,48,22,554.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 474 | 205.45 | 97,383.3 |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 480 | 368.65 | 1,76,952 |
| 3 | 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 | 55 | 7,365.15 | 4,05,083.25 |
| 4 | 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 | 43 | 6,833.4 | 2,93,836.2 |
| 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 | 130 | 8,364.2 | 10,87,346 |
| 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 | 150 | 10,185.05 | 15,27,757.5 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 341 | 307.95 | 1,05,010.95 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 490 | 766.55 | 3,75,609.5 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 880 | 608.35 | 5,35,348 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 65 | 804.25 | 52,276.25 |
| 11 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 11250 | 89.65 | 10,08,562.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 12400 | 89.65 | 11,11,660 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6 | 6,658.25 | 39,949.5 |
| 14 | 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 | 395 | 6,994.15 | 27,62,689.25 |
| 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 | 126 | 1,063.45 | 1,33,994.7 |
| 16 | 75x45x3.2 mm | Each | 142 | 68.45 | 9,719.9 |
| 17 | 300x16 mm | Each | 16 | 260.3 | 4,164.8 |
| 18 | 300x10 mm | Each | 16 | 117.65 | 1,882.4 |
| 19 | 125 mm | Each | 28 | 60.05 | 1,681.4 |
| 20 | 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 | 71 | 462.25 | 32,819.75 |
| 21 | Non decorative finish (matt finish) | Sqm | 28 | 3,467.2 | 97,081.6 |
| 22 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. | Sqm | 30 | 9,397.35 | 2,81,920.5 |
| 23 | Hot finished welded type tubes | Kg | 965 | 154.9 | 1,49,478.5 |
| 24 | Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete. | Each | 15 | 185.95 | 2,789.25 |
| 25 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 5200 | 142.3 | 7,39,960 |
| 26 | 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 | 494 | 935.6 | 4,62,186.4 |
| 27 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 20 | 3,908.8 | 78,176 |
| 28 | 110 mm diameter | Metre | 52 | 319.75 | 16,627 |
| 29 | 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 | 74 | 671.55 | 49,694.7 |
| 30 | Ridges plain (500 - 600mm) | Metre | 10 | 450.6 | 4,506 |
| 31 | 1:6 (1 cement: 6 fine sand) | Sqm | 3580 | 282 | 10,09,560 |
| 32 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3523 | 214.3 | 7,54,978.9 |
| 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 | 95 | 166.85 | 15,850.75 |
| 34 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 5 | 2,007.1 | 10,035.5 |
| 35 | In cement mortar | cum | 5 | 1,698.45 | 8,492.25 |
| 36 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 8 | 1,913.75 | 15,310 |
| 37 | Orissa pattern W.C. pan of size 580x440 mm | Each | 15 | 2,758.2 | 41,373 |
| 38 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 15 | 1,411.15 | 21,167.25 |
| 39 | 15 mm dia nominal bore | Metre | 140 | 304.15 | 42,581 |
| 40 | 25 mm dia nominal bore | Metre | 355 | 491.2 | 1,74,376 |
| 41 | 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 | 3580 | 9.7 | 34,726 |
| 42 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 30 | 109.85 | 3,295.5 |
| 43 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 15 | 180.8 | 2,712 |
| 44 | 600 mm dia. R.C.C. pipe | Metre | 12 | 2,098.1 | 25,177.2 |
| 45 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 308 | 433.95 | 1,33,656.6 |
| 46 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 607 | 531.8 | 3,22,802.6 |
| 47 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 45 | 1,496.15 | 67,326.75 |
| 48 | 300 mm dia | Metre | 140 | 690.7 | 96,698 |
| 49 | 300 mm dia | Metre | 140 | 1,561.7 | 2,18,638 |
| 50 | 200 mm nominal size dia | Metre | 140 | 951.95 | 1,33,273 |
| 51 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 30 | 1,479.25 | 44,377.5 |
| Schedule total | ₹1,48,22,554.9 | ||||
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Annexure-VIB.pdf
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SGCCAprilACSNo.891011_compressed.pdf Correction Slip 8 to 11
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