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Tender Value
₹5.1 Cr
EMD Value
₹10.1 L
Closing Date
22 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
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 :- Construction of Multy storied building / OH water tanks on framed RCC structure.
15 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.
As per Advance Correction Slip No. 5 dated 20.10.2023 "The Original Bank Guarantee should be delivered in person in this office (i.e in Receive and Dispatch Section of 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 : Maintenance period of the work will be 06 months or one monsoon whichever is later from the actual date of completion of work.
Construction of 10 units RB-V Quarters (G+5) in Rail Saurabh Colony (phase-1) at Jabalpur under ADEN/HQ/JBP sub division
DRMW-JBP-65-2026
DRMW-JBP-65-2026
Open
Works - General
18 Months
Jabalpur, Madhya Pradesh
₹0
₹10.1 L
22 May 2026
29 Apr 2026
8 May 2026
99 items across 2 schedules · ₹58,975 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 1260 | 286.85 | 3,61,431 |
| 2 | Beyond 30 cm girth upto and including 60 cm girth | Each | 6 | 439.25 | 2,635.5 |
| 3 | Beyond 60 cm girth upto and including 120 cm girth | Each | 6 | 1,957.15 | 11,742.9 |
| 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 | 92 | 7,365.15 | 6,77,593.8 |
| 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 | 420 | 8,364.2 | 35,12,964 |
| 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 | 675 | 10,185.05 | 68,74,908.75 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 90 | 307.95 | 27,715.5 |
| 8 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 65 | 669.55 | 43,520.75 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2915 | 766.55 | 22,34,493.25 |
| 10 | Shelves (Cast in situ) | Sqm | 130 | 766.55 | 99,651.5 |
| 11 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 4045 | 608.35 | 24,60,775.75 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1450 | 804.25 | 11,66,162.5 |
| 13 | Stairs, (excluding landings) except spiral- staircases | Sqm | 160 | 657.75 | 1,05,240 |
| 14 | Under 20 cm wide | Metre | 140 | 181.9 | 25,466 |
| 15 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 140 | 814.95 | 1,14,093 |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 2000 | 319.25 | 6,38,500 |
| 17 | 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 | 5 | 9,673.5 | 48,367.5 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 122040 | 89.65 | 1,09,40,886 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 25 | 6,658.25 | 1,66,456.25 |
| 20 | cement mortar 1:4 (1 cement : 4 coarse sand) | Sqm | 100 | 837.85 | 83,785 |
| 21 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 40 | 1,018.05 | 40,722 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 800 | 8,414.65 | 67,31,720 |
| 23 | Area of slab over 0.50 sqm | Sqm | 160 | 4,425.35 | 7,08,056 |
| 24 | Granite work | Metre | 90 | 418.85 | 37,696.5 |
| 25 | Each | 15 | 808.15 | 12,122.25 | |
| 26 | 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 | 550 | 1,063.45 | 5,84,897.5 |
| 27 | Second class teak wood | cum | 10 | 1,31,576.95 | 13,15,769.5 |
| 28 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 260 | 3,086.1 | 8,02,386 |
| 29 | On one side only | Sqm | 140 | 408.05 | 57,127 |
| 30 | Second class teak wood | Sqm | 30 | 4,342.3 | 1,30,269 |
| 31 | 20 mm dia | Metre | 150 | 375.25 | 56,287.5 |
| 32 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 40 | 197.7 | 7,908 |
| 33 | 100X58X1.90 mm | Each | 250 | 86.15 | 21,537.5 |
| 34 | 250x10 mm | Each | 170 | 374.35 | 63,639.5 |
| 35 | 300x16x5 mm | Each | 170 | 273.2 | 46,444 |
| 36 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 40 | 109.6 | 4,384 |
| 37 | 125 mm | Each | 170 | 226.5 | 38,505 |
| 38 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 210 | 10,030.3 | 21,06,363 |
| 39 | Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete. | Each | 250 | 94.9 | 23,725 |
| 40 | 125 mm | Each | 150 | 100.45 | 15,067.5 |
| 41 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in- charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 320 | 2,563.75 | 8,20,400 |
| 42 | Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary nails,screws etc. complete as per direction of Engineer-in-charge. | Sqm | 70 | 2,339.6 | 1,63,772 |
| 43 | Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of approved make/brand to cupboard shutters with full threaded steel screws including making necessary recess in board and finished etc. complete as per direction of Engineer-in-charge. | Each | 55 | 226.75 | 12,471.25 |
| 44 | Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved make 500 mm long with screws etc. complete as per directions of Engineer- in-charge. | Set | 55 | 749.7 | 41,233.5 |
| 45 | Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition, Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain basket, Multipurpose basket as per site requirement including finishing (wherever required) and fittings. The same shall be fixed with necessary stainless steel nuts & bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-in-charge. (For payment purpose only weight of Stainless steel basket shall be considered excluding weight of all fixing accessories such as nuts, bolts, fasteners telescopic basket channels etc. Payment of providing and fixing telescopic channel shall be paid separately) | Kg | 240 | 423.7 | 1,01,688 |
| 46 | Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in- charge. | Metre | 160 | 38.45 | 6,152 |
| 47 | 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 | 670 | 612.25 | 4,10,207.5 |
| 48 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 170 | 971.55 | 1,65,163.5 |
| 49 | 4.0 mm thick glass panes (weight not less than 10 kg/sqm) | Sqm | 100 | 940.3 | 94,030 |
| 50 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Sqm | 180 | 2,038.55 | 3,66,939 |
| 51 | Red sand stone | Sqm | 50 | 988.35 | 49,417.5 |
| 52 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except 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 pigments etc., complete. | Sqm | 280 | 1,225.1 | 3,43,028 |
| 53 | Size of Tile 600 x 1200 mm | Sqm | 1833 | 1,612.75 | 29,56,170.75 |
| 54 | 75 mm diameter | Metre | 144 | 213 | 30,672 |
| 55 | 110 mm diameter | Metre | 140 | 319.75 | 44,765 |
| 56 | 1:6 (1 cement: 6 fine sand) | Sqm | 1300 | 282 | 3,66,600 |
| 57 | 1:4 (1 cement: 4 fine sand) | Sqm | 7500 | 339.7 | 25,47,750 |
| 58 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 7500 | 214.3 | 16,07,250 |
| 59 | Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm | Sqm | 7500 | 158.95 | 11,92,125 |
| 60 | Two or more coats on new work | Sqm | 140 | 137.85 | 19,299 |
| 61 | Two or more coats on new work | Sqm | 70 | 139.25 | 9,747.5 |
| 62 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | cum | 550 | 219.35 | 1,20,642.5 |
| 63 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 12 | 5,781.35 | 69,376.2 |
| 64 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 19 | 6,941.3 | 1,31,884.7 |
| 65 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 40 | 2,275 | 91,000 |
| 66 | 510x1040 mm bowl depth 225 mm | Each | 10 | 6,677.4 | 66,774 |
| 67 | 610x460 mm bowl depth 200 mm | Each | 10 | 3,337.85 | 33,378.5 |
| 68 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 17 | 2,403.65 | 40,862.05 |
| 69 | Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. | Each | 35 | 886.25 | 31,018.75 |
| 70 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 30 | 6,119.15 | 1,83,574.5 |
| 71 | 32 mm dia | Each | 16 | 104.35 | 1,669.6 |
| 72 | 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 | 40 | 1,411.15 | 56,446 |
| 73 | Rectangular shape 453x357 mm | Each | 10 | 1,158.95 | 11,589.5 |
| 74 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. | Each | 27 | 942.15 | 25,438.05 |
| 75 | C.P. brass | Each | 26 | 680.8 | 17,700.8 |
| 76 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 30 | 204.7 | 6,141 |
| 77 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 30 | 600.35 | 18,010.5 |
| 78 | 15 mm dia nominal bore | Metre | 241 | 304.15 | 73,300.15 |
| 79 | 20 mm dia nominal bore | Metre | 70 | 373.35 | 26,134.5 |
| 80 | 25 mm dia nominal bore | Metre | 70 | 491.2 | 34,384 |
| 81 | 25 mm dia nominal bore | Metre | 100 | 417.95 | 41,795 |
| 82 | 40 mm dia nominal bore | Metre | 70 | 558.35 | 39,084.5 |
| 83 | 50 mm dia nominal bore | Metre | 140 | 654.2 | 91,588 |
| 84 | 25 to 40 mm nominal bore | Each | 5 | 757.1 | 3,785.5 |
| 85 | 50 to 80 mm nominal bore | Each | 5 | 1,513.7 | 7,568.5 |
| 86 | 25 mm nominal bore | Each | 2 | 532.35 | 1,064.7 |
| 87 | 20 mm nominal bore | Each | 2 | 461.75 | 923.5 |
| 88 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 | Each | 4 | 10,102.5 | 40,410 |
| 89 | 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 |
| 90 | 15 mm nominal bore | Each | 35 | 434.2 | 15,197 |
| 91 | 15 mm nominal bore | Each | 120 | 594.75 | 71,370 |
| 92 | 100 mm dia. R.C.C. pipe | Metre | 35 | 447.25 | 15,653.75 |
| 93 | 300 mm dia. R.C.C. pipe | Metre | 80 | 902.05 | 72,164 |
| 94 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 140 | 433.95 | 60,753 |
| 95 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 70 | 474.7 | 33,229 |
| 96 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 358 | 1,019.8 | 3,65,088.4 |
| 97 | Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. | Sqm | 129 | 516.6 | 66,641.4 |
| 98 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. | Sqm | 600 | 1,522.95 | 9,13,770 |
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Embletter.pdf
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