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Tender Value
₹2.2 Cr
EMD Value
₹4.5 L
Closing Date
1 Jul 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
DRM WA
15 conditions · 4 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or V whichever 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.
(a)The tenderer must have successfully completed or substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of the tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of the tender, or One similar work each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i)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 of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works each costing not less than the amount equal to 40% of advertised value of each component of tender, or One similar work each costing not less than the amount equal to 60% of advertised value of each component of tender. Note: for b (i) separate completed works of minimum required values shall also be considered for fulfillment of technical eligibility criteria for different components.
(b)(ii)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) (iii) 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 Contract or 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 fulfilment 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. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate.
Similar nature of work:- Any Civil Engineering Work.
2 conditions
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.
I/ We have visited the works site and I / We am / are aware of the site conditions.
Improvement to passenger amenities and divyangjan facilities at 13 stations under the jurisdiction of Sr. DEN/N/JP.
ENGG-JP-2026-27-56~NWR
ENGG-JP-2026-27-56
Open
Works - General
8 Months
Jaipur, Rajasthan
₹0
₹4.5 L
1 Jul 2026
9 Jun 2026
17 Jun 2026
49 items across 1 schedule · ₹1,61,23,893.9 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 494 | 260.3 | 1,28,588.2 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 494 | 196 | 96,824 |
| 3 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 104 | 6,812 | 7,08,448 |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 13 | 10,105.1 | 1,31,366.3 |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 195 | 392.15 | 76,469.25 |
| 6 | Stairs, (excluding landings) except spiral- staircases | Sqm | 104 | 764.95 | 79,554.8 |
| 7 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | 195 | 1,028.4 | 2,00,538 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | 104 | 841.95 | 87,562.8 |
| 9 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 1950 | 107.85 | 2,10,307.5 |
| 10 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 6500 | 107.85 | 7,01,025 |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 104 | 9,504.75 | 9,88,494 |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 104 | 9,860.4 | 10,25,481.6 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 104 | 9,105.95 | 9,47,018.8 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 52 | 7,311.25 | 3,80,185 |
| 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 | 494 | 1,267.95 | 6,26,367.3 |
| 16 | 18 mm thick | Sqm | 156 | 1,020.95 | 1,59,268.2 |
| 17 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 195 | 3,167.95 | 6,17,750.25 |
| 18 | Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed three layer or graded plain wood particle board medium density grade I, ISI marked and conforming to IS : 3087 marked, including top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets, including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75 mm long etc. all complete. | Metre | 52 | 600.55 | 31,228.6 |
| 19 | Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53 mm, having wall thickness 2.0 mm ( +/- 0.2 mm). Both vertical sides of the frame reinforced with PVC profile of cross section size 28 mm x 30 mm x 2 mm thickness ( +/- 0.2 mm) and 75 mm x 200 mm long, including reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC reinforcement profile to be mitred cut, jointed and fusion welded together, including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame, fixing the frame with jamb with required nos & sizes of anchor dash fastener, all complete as per manufacturer's specification and direction of engineer- in-charge. | Metre | 104 | 763.85 | 79,440.4 |
| 20 | Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm ( +/- 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm ( +/- 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm ( +/- 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in- charge. | Sqm | 104 | 4,362 | 4,53,648 |
| 21 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 104 | 8,298.85 | 8,63,080.4 |
| 22 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 702 | 172.6 | 1,21,165.2 |
| 23 | 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, including 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 | 1001 | 772.4 | 7,73,172.4 |
| 24 | Size of Tile 600x600 mm | Sqm | 390 | 1,553.45 | 6,05,845.5 |
| 25 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 169 | 4,481.3 | 7,57,339.7 |
| 26 | 110 mm diameter | Metre | 169 | 377.4 | 63,780.6 |
| 27 | 110 mm | Each | 39 | 136.15 | 5,309.85 |
| 28 | 110x110x110 mm | Each | 39 | 234.15 | 9,131.85 |
| 29 | 110 mm bend | Each | 39 | 150.35 | 5,863.65 |
| 30 | 110 mm Shoe | Each | 39 | 131.85 | 5,142.15 |
| 31 | 110 mm | Each | 39 | 371.3 | 14,480.7 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 650 | 383 | 2,48,950 |
| 33 | 1:6 (1 cement: 6 coarse sand) | Sqm | 650 | 343.65 | 2,23,372.5 |
| 34 | 1:6 (1 cement: 6 coarse sand) | Sqm | 650 | 466.05 | 3,02,932.5 |
| 35 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 1650 | 262.7 | 4,33,455 |
| 36 | New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 1650 | 171.1 | 2,82,315 |
| 37 | Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. | Sqm | 1300 | 2,017.6 | 26,22,880 |
| 38 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 26 | 6,515.55 | 1,69,404.3 |
| 39 | Orissa pattern W.C. pan of size 580x440 mm | Each | 26 | 3,169.05 | 82,395.3 |
| 40 | Flat back wash basin of size 550x400 mm | Each | 26 | 992.6 | 25,807.6 |
| 41 | Providing and fixing 600x450 mm bevelled 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 | 26 | 1,607.95 | 41,806.7 |
| 42 | C.P. brass | Each | 26 | 803.7 | 20,896.2 |
| 43 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 26 | 168.35 | 4,377.1 |
| 44 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 390 | 272 | 1,06,080 |
| 45 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 390 | 318.35 | 1,24,156.5 |
| 46 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 390 | 477.85 | 1,86,361.5 |
| 47 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 390 | 515.2 | 2,00,928 |
| 48 | 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. | Per Litre | 6500 | 11 | 71,500 |
| 49 | 15mm nominal bore | Each | 39 | 574.3 | 22,397.7 |
| Schedule total | ₹1,61,23,893.9 | ||||
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