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Tender Value
₹4.0 Cr
EMD Value
₹7.9 L
Closing Date
21 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.
Extension of Sagar Running Room with Extra 70 beds under Assistant divisional Engineer Sagar sub division.
DRMW-JBP-107-2026
DRMW-JBP-107-2026
Open
Works - General
18 Months
Jabalpur, Madhya Pradesh
₹0
₹7.9 L
21 Jul 2026
25 Jun 2026
7 Jul 2026
66 items across 1 schedule · ₹4,41,75,852 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3060 | 205.45 | 6,28,677 |
| 2 | 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 | 1080 | 253.95 | 2,74,266 |
| 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 | 200 | 7,365.15 | 14,73,030 |
| 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 | 26 | 6,833.4 | 1,77,668.4 |
| 5 | Foundations, footings, bases for columns | Sqm | 30 | 307.95 | 9,238.5 |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 140 | 307.95 | 43,113 |
| 7 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 672 | 669.55 | 4,49,937.6 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1500 | 766.55 | 11,49,825 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 900 | 608.35 | 5,47,515 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 560 | 804.25 | 4,50,380 |
| 11 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 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 | 7 | 9,673.5 | 67,714.5 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 48300 | 89.65 | 43,30,095 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 40000 | 89.65 | 35,86,000 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 695 | 8,683.8 | 60,35,241 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 490 | 10,306.2 | 50,50,038 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 10 | 6,882 | 68,820 |
| 17 | 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 | 840 | 6,994.15 | 58,75,086 |
| 18 | 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 | 60 | 1,063.45 | 63,807 |
| 19 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 25 | 4,474.2 | 1,11,855 |
| 20 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 210 | 1,897.1 | 3,98,391 |
| 21 | 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). | Sqm | 11 | 2,231.2 | 24,543.2 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 10 | 2,818.5 | 28,185 |
| 23 | On one side only | Sqm | 9 | 408.05 | 3,672.45 |
| 24 | With 2nd class teak wood beading 62X19 mm | Sqm | 166 | 1,164.9 | 1,93,373.4 |
| 25 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 50 | 856.3 | 42,815 |
| 26 | 75x45x3.2 mm | Each | 250 | 68.45 | 17,112.5 |
| 27 | 300x16 mm | Each | 80 | 260.3 | 20,824 |
| 28 | 300x10 mm | Each | 80 | 117.65 | 9,412 |
| 29 | 125 mm | Each | 150 | 60.05 | 9,007.5 |
| 30 | Single rubber stopper | Each | 48 | 35.5 | 1,704 |
| 31 | 30 mm thick pre laminated PVC door shutters | Sqm | 50 | 2,455.1 | 1,22,755 |
| 32 | 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 | 125 | 462.25 | 57,781.25 |
| 33 | Hot finished welded type tubes | Kg | 7000 | 154.9 | 10,84,300 |
| 34 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 11700 | 142.3 | 16,64,910 |
| 35 | 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 | 300 | 612.25 | 1,83,675 |
| 36 | Dark shade pigment using ordinary cement | Sqm | 135 | 983.95 | 1,32,833.25 |
| 37 | 25 mm thick | Sqm | 165 | 1,706.6 | 2,81,589 |
| 38 | 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 | 35 | 935.6 | 32,746 |
| 39 | Size of Tile 1000x1000 mm | Sqm | 1000 | 2,551.95 | 25,51,950 |
| 40 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 136 | 3,908.8 | 5,31,596.8 |
| 41 | 110 mm diameter | Metre | 350 | 319.75 | 1,11,912.5 |
| 42 | 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 |
| 43 | Ridges plain (500 - 600mm) | Metre | 100 | 450.6 | 45,060 |
| 44 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 630 | 1,948.95 | 12,27,838.5 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 3500 | 282 | 9,87,000 |
| 46 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3500 | 214.3 | 7,50,050 |
| 47 | 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 | 60 | 140.05 | 8,403 |
| 48 | Two or more coats on new work | Sqm | 4100 | 137.85 | 5,65,185 |
| 49 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 10 | 2,007.1 | 20,071 |
| 50 | In cement mortar | cum | 14 | 1,698.45 | 23,778.3 |
| 51 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 120 | 951 | 1,14,120 |
| 52 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 5,540.55 | 22,162.2 |
| 53 | Single half stall urinal with 5 litre P.V.C. automatic flushing cistern | Each | 7 | 10,128.3 | 70,898.1 |
| 54 | Orissa pattern W.C. pan of size 580x440 mm | Each | 10 | 2,758.2 | 27,582 |
| 55 | Flat back wash basin of size 630x450 mm | Each | 10 | 1,149.6 | 11,496 |
| 56 | 15 mm dia nominal bore | Metre | 135 | 304.15 | 41,060.25 |
| 57 | 25 mm dia nominal bore | Metre | 135 | 491.2 | 66,312 |
| 58 | 50 mm dia nominal bore | Metre | 135 | 654.2 | 88,317 |
| 59 | 25 to 40 mm nominal bore | Each | 6 | 757.1 | 4,542.6 |
| 60 | 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 | 11000 | 9.7 | 1,06,700 |
| 61 | 15mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 60 | 109.85 | 6,591 |
| 62 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 20 | 103.15 | 2,063 |
| 63 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 14 | 180.8 | 2,531.2 |
| 64 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 2100 | 433.95 | 9,11,295 |
| 65 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 1400 | 531.8 | 7,44,520 |
| 66 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 100 | 951.05 | 95,105 |
| Schedule total | ₹4,41,75,852 | ||||
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letterforcredit.pdf
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SGCCAprilACSNo.891011_compressed.pdf Correction Slip 8 to 11
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specialcondition.pdf
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