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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
14 Oct 2026, 3:00 pm2d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
ESTATE1
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.
28 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.
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.
Merging of 32 nos. Type-I qtrs. into 16 nos. Type- II qtrs. of block no. 14 & 15 at punjabi bagh railway colony in the S/o of SSE/W/PB and Merging of two type-l qtrs. into one type-II qtrs. of block no. 107 & 108 at DKZ-II Railway Colony in the S/o of SSE/W/DKZ-II under ADEN/E-IV.
NIT-18-C-26-27-WE~NR
NIT-18-C-26-27-WE
Open
Works - General
8 Months
Delhi, Delhi
₹0
₹3.0 L
22 Sept 2026
22 Sept 2026
30 Sept 2026
109 items across 1 schedule · ₹1,21,90,971.95 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | Sqm | 80 | 107 | 8,560 |
| 2 | All kinds of soil | cum | 8 | 205.45 | 1,643.6 |
| 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 | 2 | 7,365.15 | 14,730.3 |
| 4 | 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 | 16 | 6,326.05 | 1,01,216.8 |
| 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 | 3 | 8,364.2 | 25,092.6 |
| 6 | cum | 6 | 10,719.3 | 64,315.8 | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 110 | 307.95 | 33,874.5 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 125 | 766.55 | 95,818.75 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 125 | 608.35 | 76,043.75 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 76 | 804.25 | 61,123 |
| 11 | 40 mm thick | Sqm | 18 | 1,430.3 | 25,745.4 |
| 12 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 2500 | 89.65 | 2,24,125 |
| 13 | Thermo-Mechanically Treated bars of grade Fe- 500D or more. | Kg | 400 | 89.65 | 35,860 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 3 | 10,306.2 | 30,918.6 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 23 | 6,658.25 | 1,53,139.75 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 69 | 8,288.35 | 5,71,896.15 |
| 17 | Area of slab upto 0.50 sqm | Sqm | 11 | 2,906.45 | 31,970.95 |
| 18 | Area of slab over 0.50 sqm | Sqm | 24 | 2,639.45 | 63,346.8 |
| 19 | Area of slab over 0.50 sqm | Sqm | 17 | 4,425.35 | 75,230.95 |
| 20 | Marble work | Metre | 22 | 244.9 | 5,387.8 |
| 21 | Decorative veneer facings approved manufacture | Sqm | 118 | 1,645.8 | 1,94,204.4 |
| 22 | 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 | 896 | 1,063.45 | 9,52,851.2 |
| 23 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 88 | 2,015.75 | 1,77,386 |
| 24 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 75 | 1,881.95 | 1,41,146.25 |
| 25 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 303 | 197.7 | 59,903.1 |
| 26 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | Each | 70 | 194.35 | 13,604.5 |
| 27 | 150 mm | Each | 18 | 251.7 | 4,530.6 |
| 28 | 150 mm | Each | 18 | 278.45 | 5,012.1 |
| 29 | 250x16 mm | Each | 75 | 165.9 | 12,442.5 |
| 30 | 150x10 mm | Each | 75 | 53.05 | 3,978.75 |
| 31 | 125 mm | Each | 95 | 35.2 | 3,344 |
| 32 | 100 mm | Each | 55 | 28.25 | 1,553.75 |
| 33 | 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 | 285 | 702.6 | 2,00,241 |
| 34 | 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 | 73 | 3,496.75 | 2,55,262.75 |
| 35 | 1.0 mm thick | Sqm | 44 | 764 | 33,616 |
| 36 | 125 mm | Each | 95 | 100.45 | 9,542.75 |
| 37 | 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 | 132 | 38.45 | 5,075.4 |
| 38 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 1320 | 93.05 | 1,22,826 |
| 39 | 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 | 440 | 111.95 | 49,258 |
| 40 | Hot finished welded type tubes | Kg | 1502 | 154.9 | 2,32,659.8 |
| 41 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 1150 | 142.3 | 1,63,645 |
| 42 | 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 | 176 | 612.25 | 1,07,756 |
| 43 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 650 | 545 | 3,54,250 |
| 44 | 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 colours 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 grouting the joints with white cement and matching pigments etc., complete. | Sqm | 298 | 1,142.8 | 3,40,554.4 |
| 45 | Size of Tile 600 x 600 mm | Sqm | 661 | 1,286.6 | 8,50,442.6 |
| 46 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 24 | 3,908.8 | 93,811.2 |
| 47 | In 75x75 mm deep chase | Metre | 132 | 260.2 | 34,346.4 |
| 48 | 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 | 48 | 266.6 | 12,796.8 |
| 49 | 110 mm diameter | Metre | 210 | 319.75 | 67,147.5 |
| 50 | 110 mm bend | Each | 42 | 132 | 5,544 |
| 51 | 110 mm Shoe | Each | 29 | 115.95 | 3,362.55 |
| 52 | 110 mm | Each | 36 | 309.5 | 11,142 |
| 53 | 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 | 22 | 671.55 | 14,774.1 |
| 54 | 1:6 (1 cement: 6 fine sand) | Sqm | 3910 | 282 | 11,02,620 |
| 55 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 3344 | 214.3 | 7,16,619.2 |
| 56 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 1189 | 162.55 | 1,93,271.95 |
| 57 | 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 | 4709 | 158.95 | 7,48,495.55 |
| 58 | Two or more coats on new work | Sqm | 380 | 131.45 | 49,951 |
| 59 | Two coats | Sqm | 4400 | 90.05 | 3,96,220 |
| 60 | One or more coats on old work | Sqm | 792 | 86.55 | 68,547.6 |
| 61 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 264 | 462.3 | 1,22,047.2 |
| 62 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | cum | 8 | 1,239.6 | 9,916.8 |
| 63 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 38 | 2,928.1 | 1,11,267.8 |
| 64 | In lime mortar | cum | 17 | 701.95 | 11,933.15 |
| 65 | In cement mortar | cum | 21 | 1,698.45 | 35,667.45 |
| 66 | Of area 3 sq. metres and below | Each | 28 | 118.3 | 3,312.4 |
| 67 | Channels, angles, tees and flats | Kg | 264 | 1.9 | 501.6 |
| 68 | For thickness of tiles 10 mm to 25 mm | Sqm | 277 | 60.5 | 16,758.5 |
| 69 | 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 | 1700 | 45.05 | 76,585 |
| 70 | 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 | 544 | 219.35 | 1,19,326.4 |
| 71 | Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with Local sand, including finishing smooth etc. complete as per direction of Engineer-in-charge. | Sqm | 440 | 196.3 | 86,372 |
| 72 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 24 | 5,781.35 | 1,38,752.4 |
| 73 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 26 | 5,540.55 | 1,44,054.3 |
| 74 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 36 | 1,679.6 | 60,465.6 |
| 75 | 610x510 mm bowl depth 200 mm | Each | 22 | 4,274.4 | 94,036.8 |
| 76 | 610x460 mm bowl depth 200 mm | Each | 14 | 3,337.85 | 46,729.9 |
| 77 | 15 mm nominal dia Pipes | Metre | 422 | 255.9 | 1,07,989.8 |
| 78 | 20 mm nominal dia Pipes | Metre | 145 | 325.1 | 47,139.5 |
| 79 | 25 mm nominal dia Pipes | Metre | 156 | 408.55 | 63,733.8 |
| 80 | 15 mm nominal dia Pipes | Metre | 88 | 441.15 | 38,821.2 |
| 81 | 40 mm nominal dia Pipes | Metre | 116 | 559.2 | 64,867.2 |
| 82 | 15 mm nominal bore | Each | 42 | 85.2 | 3,578.4 |
| 83 | 15 mm nominal bore | Each | 54 | 262.3 | 14,164.2 |
| 84 | 15 mm nominal bore | Each | 26 | 682.9 | 17,755.4 |
| 85 | 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 | 19410 | 9.7 | 1,88,277 |
| 86 | 15mm nominal bore | Each | 44 | 500.35 | 22,015.4 |
| 87 | 15 mm nominal bore, 122mm long, weighing not less than 99 gms | Each | 178 | 143.3 | 25,507.4 |
| 88 | 15 mm nominal bore, 90 mm long, weighing not less than 93 gms | Each | 88 | 170.05 | 14,964.4 |
| 89 | 15 mm nominal bore, 86 mm long, weighing not less than 88 gms | Each | 72 | 103.15 | 7,426.8 |
| 90 | 15 mm nominal bore, 107 mm long, weighing not less than 110 gms | Each | 30 | 180.8 | 5,424 |
| 91 | 100 mm nominal dia | Each | 30 | 33.2 | 996 |
| 92 | 125 mm nominal dia with 25 mm waste hole | Each | 128 | 45.25 | 5,792 |
| 93 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 88 | 136.6 | 12,020.8 |
| 94 | Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. | Metre | 22 | 171.8 | 3,779.6 |
| 95 | 100 mm diameter | Metre | 35 | 375.75 | 13,151.25 |
| 96 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 42 | 2,453.55 | 1,03,049.1 |
| 97 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 8 | 2,474.4 | 19,795.2 |
| 98 | 300 mm dia. R.C.C. pipe | Metre | 48 | 902.05 | 43,298.4 |
| 99 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 11,687.1 | 23,374.2 |
| 100 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 | Each | 2 | 24,405.9 | 48,811.8 |
| 101 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 105 | 531.8 | 55,839 |
| 102 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 70 | 564.8 | 39,536 |
| 103 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 8 | 1,019.8 | 8,158.4 |
| 104 | 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 | 17 | 516.6 | 8,782.2 |
| 105 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.(b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm.(c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around.(d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.For the purpose of measurement the entire treated surface will be measured. | Sqm | 623 | 585.55 | 3,64,797.65 |
| 106 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) | cum | 13 | 7,510.75 | 97,639.75 |
| 107 | 25 mm average thickness | Sqm | 176 | 104.6 | 18,409.6 |
| 108 | SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer | Sqm | 176 | 117.75 | 20,724 |
| 109 | 25 mm average thickness in 2 layers. | Sqm | 176 | 510.5 | 89,848 |
| Schedule total | ₹1,21,90,971.95 | ||||
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