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Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
9 Oct 2026, 3:00 pm
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Deposit Work
DEN IV
14 conditions · 2 needing a document upload
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-VIIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Technical Eligibility Criteria: (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 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.
Defination of Similar Work :- Any Civil work other than track work
7 conditions · 1 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.
Tenderer may please note that offers received without requisite/mandatory documents as mentioned above, will be considered as invalid tender and for which contractor shall have no claim on Railway.
The tenderer shall visit the site of work and acquaint himself/themselves with the conditions of work viz. approach roads and accessibility, availability of materials, electric power, water for work and drinking purposes, site for labour camps, stores, godowns, extent of lead/lift in work, availability of skilled and unskilled labour etc. that may be encountered in the course of execution of work. In short, he/they should familiarize himself/themselves fully with the all the conditions of the work site & all the financial implications due to the above conditions is deemed to be understood and taken care of while bidding the offer.
Left over Work & Deficiencies in Railway Qtrs. on PPDE-SNP Branch line under ADEN/Jind.
NIT42-26-27-W-IV~NR
NIT42-26-27-W-IV
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹4.7 L
17 Sept 2026
17 Sept 2026
25 Sept 2026
49 items across 1 schedule · ₹2,64,94,895.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 200 | 286.85 | 57,370 |
| 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 | 60 | 253.95 | 15,237 |
| 3 | 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 | 300 | 368.65 | 1,10,595 |
| 4 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 80 | 6,050.65 | 4,84,052 |
| 5 | 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 | 100 | 9,375.2 | 9,37,520 |
| 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 | 20 | 8,364.2 | 1,67,284 |
| 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 | 20 | 10,185.05 | 2,03,701 |
| 8 | cum | 20 | 10,719.3 | 2,14,386 | |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 200 | 766.55 | 1,53,310 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 50 | 608.35 | 30,417.5 |
| 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 | 10 | 9,673.5 | 96,735 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 10000 | 89.65 | 8,96,500 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 150 | 6,658.25 | 9,98,737.5 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 250 | 8,288.35 | 20,72,087.5 |
| 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 | 1000 | 1,063.45 | 10,63,450 |
| 16 | 30 mm thick shutters | Sqm | 110 | 2,333.5 | 2,56,685 |
| 17 | 4 mm thick glass pane (weight not less than 10kg/sqm). | Sqm | 125 | 1,897.1 | 2,37,137.5 |
| 18 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 470 | 3,086.1 | 14,50,467 |
| 19 | Kiln seasoned and chemically treated hollock wood | Sqm | 235 | 3,140.15 | 7,37,935.25 |
| 20 | 250x16 mm | Each | 1000 | 234.9 | 2,34,900 |
| 21 | 250x10 mm | Each | 875 | 104.4 | 91,350 |
| 22 | 125 mm | Each | 1000 | 60.05 | 60,050 |
| 23 | Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. | Metre | 625 | 702.6 | 4,39,125 |
| 24 | 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS: 14856, including fixing to frames. | Sqm | 210 | 3,496.75 | 7,34,317.5 |
| 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 | 1397 | 111.95 | 1,56,394.15 |
| 26 | Electric resistance or induction butt welded tubes | Kg | 2000 | 140.85 | 2,81,700 |
| 27 | Stainless steel (grade 304) wire gauge of 0.5 mm dia wire and 1.4 mm aperture on both sides | Sqm | 200 | 971.55 | 1,94,310 |
| 28 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. | cum | 300 | 7,958.65 | 23,87,595 |
| 29 | Size of Tile 600x600 mm | Sqm | 4000 | 1,416.65 | 56,66,600 |
| 30 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 625 | 905.8 | 5,66,125 |
| 31 | In 75x75 mm deep chase | Metre | 625 | 260.2 | 1,62,625 |
| 32 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Each | 50 | 266.6 | 13,330 |
| 33 | 110 mm diameter | Metre | 375 | 319.75 | 1,19,906.25 |
| 34 | 1:6 (1 cement: 6 fine sand) | Sqm | 1000 | 282 | 2,82,000 |
| 35 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 500 | 97.6 | 48,800 |
| 36 | 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 | 1000 | 158.95 | 1,58,950 |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Sqm | 1200 | 123.85 | 1,48,620 |
| 38 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 250 | 16.35 | 4,087.5 |
| 39 | One or more coats on old work | Sqm | 500 | 86.55 | 43,275 |
| 40 | One or more coats on old work | Sqm | 7000 | 50.6 | 3,54,200 |
| 41 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 7000 | 63.25 | 4,42,750 |
| 42 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 500 | 462.3 | 2,31,150 |
| 43 | Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded), all complete as per direction of Engineer-in-Charge. | Sqm | 650 | 577.9 | 3,75,635 |
| 44 | In cement mortar | cum | 25 | 1,698.45 | 42,461.25 |
| 45 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | Sqm | 500 | 45.05 | 22,525 |
| 46 | Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars. | cum | 6 | 2,328.55 | 13,971.3 |
| 47 | 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 | 100 | 219.35 | 21,935 |
| 48 | 300 mm dia. R.C.C. pipe | Metre | 1500 | 902.05 | 13,53,075 |
| 49 | P r o v i d i n g and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | Sqm | 3500 | 474.15 | 16,59,525 |
| Schedule total | ₹2,64,94,895.2 | ||||
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