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Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
28 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
Provision of Divyangjan facilities at various stations in the section of DEN/IV.
NIT132-25-26W-IV
NIT132-25-26W-IV
Open
Works - General
9 Months
Delhi, Delhi
₹0
₹7.6 L
28 Apr 2026
7 Apr 2026
14 Apr 2026
83 items across 2 schedules · ₹4,31,28,052.21 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 183.05 | 286.85 | 52,507.89 |
| 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 | 367.18 | 368.65 | 1,35,360.91 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 100 | 2,161.2 | 2,16,120 |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | Sqm | 1450 | 14.5 | 21,025 |
| 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 | 70 | 7,783.65 | 5,44,855.5 |
| 6 | 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 | 100 | 6,326.05 | 6,32,605 |
| 7 | Foundations, footings, bases for columns | Sqm | 129.41 | 307.95 | 39,851.81 |
| 8 | Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | Sqm | 199.2 | 669.55 | 1,33,374.36 |
| 9 | Columns, piers, abutments, pillars, posts and struts | Sqm | 100 | 804.25 | 80,425 |
| 10 | 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 | 48 | 8,364.2 | 4,01,481.6 |
| 11 | 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 | 96 | 10,185.05 | 9,77,764.8 |
| 12 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 96 | 307.95 | 29,563.2 |
| 13 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 190 | 669.55 | 1,27,214.5 |
| 14 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 50 | 766.55 | 38,327.5 |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 190 | 608.35 | 1,15,586.5 |
| 16 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 17000 | 89.65 | 15,24,050 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 70 | 6,882 | 4,81,740 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 70 | 6,658.25 | 4,66,077.5 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 144 | 8,288.35 | 11,93,522.4 |
| 20 | Area of slab over 0.50 sqm | Sqm | 50 | 4,425.35 | 2,21,267.5 |
| 21 | Granite work | Metre | 120 | 418.85 | 50,262 |
| 22 | 18 mm thick | Sqm | 240 | 1,304.65 | 3,13,116 |
| 23 | 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 | 730 | 1,063.45 | 7,76,318.5 |
| 24 | Twin rubber stopper | Each | 76 | 62.25 | 4,731 |
| 25 | Extruded section profile size 42x50 mm | Metre | 72 | 280.7 | 20,210.4 |
| 26 | 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (+/- 0.2 mm), with inbuilt decorative moulding edging on one side. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1 mm (+/- 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x30 mm and 2 mm (+/- 0.2 mm) wall thickness fixed to the shutter styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi- chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (+/- 0.1 mm) wall thickness . The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in- charge. | Sqm | 60 | 2,008.55 | 1,20,513 |
| 27 | Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension. (Area upto 0.75 sqm.) | Sqm | 23.47 | 7,249.9 | 1,70,155.15 |
| 28 | 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 | 5185.86 | 111.95 | 5,80,557.03 |
| 29 | Electric resistance or induction butt welded tubes | Kg | 4840 | 140.85 | 6,81,714 |
| 30 | 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 | 20 | 185.95 | 3,719 |
| 31 | 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 | 5460 | 612.25 | 33,42,885 |
| 32 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 240 | 545 | 1,30,800 |
| 33 | Light shade pigment using white cement | Sqm | 970 | 1,233.05 | 11,96,058.5 |
| 34 | 25 mm thick | Sqm | 240 | 1,706.6 | 4,09,584 |
| 35 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 726 | 2,589.9 | 18,80,267.4 |
| 36 | In 75x75 mm deep chase | Metre | 50 | 260.2 | 13,010 |
| 37 | 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 | 24 | 266.6 | 6,398.4 |
| 38 | 110 mm diameter | Metre | 726 | 319.75 | 2,32,138.5 |
| 39 | 110 mm | Each | 72 | 119.95 | 8,636.4 |
| 40 | 110x110x110 mm | Each | 72 | 205.45 | 14,792.4 |
| 41 | 110 mm bend | Each | 72 | 132 | 9,504 |
| 42 | 110 mm Shoe | Each | 72 | 115.95 | 8,348.4 |
| 43 | 110 mm | Each | 72 | 309.5 | 22,284 |
| 44 | 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 | 726 | 671.55 | 4,87,545.3 |
| 45 | Ridges plain (500 - 600mm) | Metre | 144 | 450.6 | 64,886.4 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 400 | 282 | 1,12,800 |
| 47 | 1:6 (1 cement: 6 coarse sand) | Sqm | 726 | 339.1 | 2,46,186.6 |
| 48 | Two coats | Sqm | 4840 | 121.55 | 5,88,302 |
| 49 | One or more coats on old work | Sqm | 7260 | 90.85 | 6,59,571 |
| 50 | With cement mortar 1:4 (1cement: 4 coarse sand) | Sqm | 240 | 478 | 1,14,720 |
| 51 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 240 | 2,007.1 | 4,81,704 |
| 52 | In cement mortar | cum | 24 | 1,698.45 | 40,762.8 |
| 53 | Cement concrete prepared with batch mixing machine | cum | 530.82 | 9,492.9 | 50,39,021.18 |
| 54 | Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth, including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on exposed surface of the slab & bell mouth including centring, shuttering & neat cement punning inside the bell mouth etc. all complete. | Each | 36 | 2,712.2 | 97,639.2 |
| 55 | Overhead informatory road signage | Sqm | 100 | 5,609.55 | 5,60,955 |
| 56 | Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. | Sqm | 2900 | 623.8 | 18,09,020 |
| 57 | Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge. | Sqm | 485 | 529.8 | 2,56,953 |
| 58 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in- charge). | cum | 72 | 8,613.55 | 6,20,175.6 |
| 59 | Providing and laying C.C. pavement of mix M- 25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). | cum | 40.38 | 8,277.55 | 3,34,247.47 |
| 60 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in- Charge. | Sqm | 967.99 | 108.65 | 1,05,172.11 |
| 61 | 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 | 6290 | 1,719 | 1,08,12,510 |
| 62 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 968 | 1,011.2 | 9,78,841.6 |
| 63 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 4 | 6,941.3 | 27,765.2 |
| 64 | 32 mm dia | Each | 4 | 104.35 | 417.4 |
| 65 | 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 | 4 | 1,411.15 | 5,644.6 |
| 66 | C.P. brass | Each | 4 | 680.8 | 2,723.2 |
| 67 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 194 | 501.6 | 97,310.4 |
| 68 | PN - 10 Pipe, 50 mm OD (SDR-11) | Metre | 194 | 568.6 | 1,10,308.4 |
| 69 | PPR Union 25mm | Each | 10 | 362.65 | 3,626.5 |
| 70 | PPR Union 50mm | Each | 10 | 764.05 | 7,640.5 |
| 71 | 15 mm dia nominal bore | Metre | 100 | 304.15 | 30,415 |
| 72 | 15 mm dia nominal bore | Metre | 100 | 485.2 | 48,520 |
| 73 | 15 mm nominal bore | Each | 4 | 434.2 | 1,736.8 |
| 74 | 15 mm nominal bore | Each | 4 | 594.75 | 2,379 |
| 75 | 15mm nominal bore | Each | 4 | 500.35 | 2,001.4 |
| 76 | 100 mm diameter | Metre | 120 | 375.75 | 45,090 |
| 77 | 150 mm diameter | Metre | 1230 | 591.4 | 7,27,422 |
| 78 | 250 mm dia. R.C.C. pipe | Metre | 120 | 811.15 | 97,338 |
| 79 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 4 | 24,405.9 | 97,623.6 |
| 80 | Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). | Kg | 1452 | 560.85 | 8,14,354.2 |
| 81 | 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 | 72 | 516.6 | 37,195.2 |
| Schedule total | ₹4,29,99,248.71 | ||||
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