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Tender Value
₹3.2 Cr
EMD Value
₹3.1 L
Closing Date
16 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
Above/Below/Par
SR.DEN/III
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.
Repair of Waterproofing of Station Building , Provision of Staff Toilets including Separate Ladies Toilet at Power House No. 04 , Construction of Two Toilet Complexes at DLI End of Parcel Shed for RPF Staff , Provision of Four RPF Security Check Posts and Other Allied Works Related to RPSF Barrack at Second Floor of Anand Vihar Terminal and Replacement of Old Corroded GI Water Pipeline for Washing Lines 1 to 5 and Stabling Lines 1 to 3,including Allied Works related to Sick Line and Washing Line Complex at Anand Vihar Terminal in the S/O SSE/W/ANVT under ADEN / NDLS.
NIT-53-2025-26-W-III
NIT-53-2025-26-W-III
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3.1 L
16 Apr 2026
24 Mar 2026
2 Apr 2026
56 items across 2 schedules · ₹3,52,66,557.15 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 210 | 205.45 | 43,144.5 |
| 2 | Concrete of M15 grade with minimum cement content of 240 kg /cum. (Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse aggregate and fine aggregate is 25% each). | cum | 100 | 7,998.95 | 7,99,895 |
| 3 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4500 | 89.65 | 4,03,425 |
| 4 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 100 | 10,306.2 | 10,30,620 |
| 5 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 110 | 6,882 | 7,57,020 |
| 6 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 150 | 8,512.1 | 12,76,815 |
| 7 | 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 | 300 | 1,063.45 | 3,19,035 |
| 8 | Second class teak wood | cum | 1 | 1,31,576.95 | 1,31,576.95 |
| 9 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 50 | 3,086.1 | 1,54,305 |
| 10 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 19700 | 142.3 | 28,03,310 |
| 11 | 25 mm thick | Sqm | 250 | 1,706.6 | 4,26,650 |
| 12 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pigment etc., complete. | Sqm | 350 | 935.6 | 3,27,460 |
| 13 | Size of Tile 600 x 600 mm | Sqm | 200 | 1,286.6 | 2,57,320 |
| 14 | 110 mm diameter | Metre | 100 | 319.75 | 31,975 |
| 15 | 110 mm | Each | 20 | 119.95 | 2,399 |
| 16 | 110 mm | Each | 20 | 309.5 | 6,190 |
| 17 | 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 | 500 | 671.55 | 3,35,775 |
| 18 | Ridges plain (500 - 600mm) | Metre | 150 | 450.6 | 67,590 |
| 19 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 100 | 1,591.7 | 1,59,170 |
| 20 | 1:4 (1 cement: 4 fine sand) | Sqm | 1300 | 294.85 | 3,83,305 |
| 21 | 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 | 9300 | 158.95 | 14,78,235 |
| 22 | Two or more coats on new work | Sqm | 2700 | 121.45 | 3,27,915 |
| 23 | One or more coats on old work | Sqm | 4200 | 86.55 | 3,63,510 |
| 24 | One or more coats on old work | Sqm | 2500 | 79.4 | 1,98,500 |
| 25 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 500 | 462.3 | 2,31,150 |
| 26 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 65 | 2,007.1 | 1,30,461.5 |
| 27 | 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 | 40 | 2,928.1 | 1,17,124 |
| 28 | Overhead informatory road signage | Sqm | 70 | 5,609.55 | 3,92,668.5 |
| 29 | 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 | 750 | 623.8 | 4,67,850 |
| 30 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 15 | 5,781.35 | 86,720.25 |
| 31 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 5,540.55 | 83,108.25 |
| 32 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern | Each | 10 | 5,268.85 | 52,688.5 |
| 33 | 20 mm nominal dia Pipes | Metre | 250 | 275.25 | 68,812.5 |
| 34 | 25 mm nominal dia Pipes | Metre | 250 | 370.65 | 92,662.5 |
| 35 | Up to 300 mm dia | Quintal | 160 | 8,191.75 | 13,10,680 |
| 36 | Class II | Each | 30 | 4,500.25 | 1,35,007.5 |
| 37 | Class II | Each | 12 | 6,661.8 | 79,941.6 |
| 38 | 100 mm dia Ductile Iron Double Flanged | Metre | 5700 | 1,541.6 | 87,87,120 |
| 39 | 150 mm dia Ductile Iron Double Flanged | Metre | 1000 | 2,312.9 | 23,12,900 |
| 40 | Circular shape 560 mm internal dia | Each | 30 | 1,882.2 | 56,466 |
| 41 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 250 | 466.3 | 1,16,575 |
| 42 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 100 | 564.8 | 56,480 |
| 43 | Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side | Sqm | 50 | 965.1 | 48,255 |
| 44 | 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 | 50 | 560.85 | 28,042.5 |
| 45 | 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 | 3000 | 585.55 | 17,56,650 |
| 46 | Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer- In-Charge. | Each | 400 | 202.7 | 81,080 |
| Schedule total | ₹2,85,77,584.05 | ||||
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