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Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
3 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
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.
Repair to platform and water booth, toilets, signage boards at MGLP,MQC,NNO stations under under SSE/W/BGZ in the section of ADEN/ROK
03-2026-27-W-IV
03-2026-27-W-IV
Open
Works - General
6 Months
Delhi, Delhi
₹0
₹3 L
3 Jun 2026
11 May 2026
20 May 2026
55 items across 2 schedules · ₹1,69,40,849.89 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil. | cum | 76 | 286.85 | 21,800.6 |
| 2 | Pipes, cables etc, not exceeding 80 mm dia. | Metre | 2460 | 255.55 | 6,28,653 |
| 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 | 154 | 368.65 | 56,772.1 |
| 4 | 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 | 50 | 7,365.15 | 3,68,257.5 |
| 5 | 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 | 150 | 6,326.05 | 9,48,907.5 |
| 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 | 290 | 9,793.75 | 28,40,187.5 |
| 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 | 158 | 10,185.05 | 16,09,237.9 |
| 8 | cum | 5 | 10,719.3 | 53,596.5 | |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 290 | 307.95 | 89,305.5 |
| 10 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | Sqm | 300 | 669.55 | 2,00,865 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 300 | 766.55 | 2,29,965 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 300 | 608.35 | 1,82,505 |
| 13 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete in shelves, including setting in cement mortar 1:3 (1cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but , excluding the 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 | 20 | 18,644.6 | 3,72,892 |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 15000 | 89.65 | 13,44,750 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 40 | 6,658.25 | 2,66,330 |
| 16 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 215 | 5,549.95 | 11,93,239.25 |
| 17 | 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 | 3214 | 111.95 | 3,59,807.3 |
| 18 | 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 | 400 | 612.25 | 2,44,900 |
| 19 | 25 mm thick | Sqm | 300 | 1,706.6 | 5,11,980 |
| 20 | 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 | 100 | 935.6 | 93,560 |
| 21 | Size of Tile 600 x 600 mm | Sqm | 50 | 1,286.6 | 64,330 |
| 22 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 75.8 | 3,908.8 | 2,96,287.04 |
| 23 | Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red | Sqm | 300 | 2,677.9 | 8,03,370 |
| 24 | With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class designation 12.5, conforming to IS 2690 | Sqm | 36 | 905.8 | 32,608.8 |
| 25 | In 75x75 mm deep chase | Metre | 30 | 260.2 | 7,806 |
| 26 | 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 | 2 | 266.6 | 533.2 |
| 27 | 110 mm diameter | Metre | 200 | 319.75 | 63,950 |
| 28 | 1:6 (1 cement: 6 fine sand) | Sqm | 200 | 282 | 56,400 |
| 29 | New work (two or more coats) over and including water thinnable priming coat with cement primer | Sqm | 475 | 162.55 | 77,211.25 |
| 30 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 300 | 97.6 | 29,280 |
| 31 | 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 | 2500 | 158.95 | 3,97,375 |
| 32 | Two or more coats on new work | Sqm | 1200 | 131.45 | 1,57,740 |
| 33 | 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 | 400 | 123.85 | 49,540 |
| 34 | Two coats | Sqm | 400 | 90.05 | 36,020 |
| 35 | One or more coats on old work | Sqm | 2000 | 86.55 | 1,73,100 |
| 36 | Overhead informatory road signage | Sqm | 15 | 5,609.55 | 84,143.25 |
| 37 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 13 | 5,781.35 | 75,157.55 |
| 38 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 13 | 5,540.55 | 72,027.15 |
| 39 | Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required. White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. | Each | 13 | 1,404 | 18,252 |
| 40 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 13 | 1,500.05 | 19,500.65 |
| 41 | 510x1040 mm bowl depth 250 mm | Each | 13 | 6,008.45 | 78,109.85 |
| 42 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. (a) 15 mm nominal dia | Each | 4 | 6,119.15 | 24,476.6 |
| 43 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively. | Each | 13 | 1,382.3 | 17,969.9 |
| 44 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 300 | 213.9 | 64,170 |
| 45 | PN - 16 Pipe, 25 mm OD (SDR-7.4) | Metre | 300 | 268.2 | 80,460 |
| 46 | PN - 16 Pipe, 32 mm OD (SDR-7.4) | Metre | 300 | 320.6 | 96,180 |
| 47 | PN - 16 Pipe, 40 mm OD (SDR-7.4) | Metre | 200 | 419.25 | 83,850 |
| 48 | PN - 10 Pipe, 63 mm OD (SDR-11) | Metre | 3000 | 654.65 | 19,63,950 |
| 49 | 20 mm nominal bore | Each | 5 | 461.75 | 2,308.75 |
| 50 | 65 mm nominal bore | Each | 5 | 1,490.7 | 7,453.5 |
| 51 | 15 mm nominal bore | Each | 5 | 348.85 | 1,744.25 |
| 52 | 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 | 10000 | 9.7 | 97,000 |
| 53 | 250 mm dia. R.C.C. pipe | Metre | 200 | 811.15 | 1,62,230 |
| Schedule total | ₹1,68,12,046.39 | ||||
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GCC-2022withCSupto11.pdf
ATTACHMENT
StandardTenderDocument2022R5.pdf Standard Tender Document 2022
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StandardTenderDocument2022R5.pdf
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SPLCondition.pdf
CORRIGENDUM
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