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Tender Value
Refer Docs
EMD Value
₹3.2 L
Closing Date
4 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
7 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC-2022 and as per Railway Board Advance correction slip No.1 dated 14-07-2022 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-F (Annexure-VIB of GCC), along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Account duly supported by Audit balance Sheet .
Financial Eligibility Criteria: As per Clause 10.2 of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) and the same is mentioned in Para No.10.2 page no. 15 of this tender document. Tenderer should attach Self-attested/ Digitally signed copy of Certificate showing minimum average annual contractual turnover as per Annexure VIB of IRSGCC-2022 (As per Advanced Correction slip No,1 dated. 14.07.2022 to GCC-2022) in Annexure - "F"Page-32 of Master Document - 1 attached to the tender
Similar Nature of work : "C.II - Any Civil Engineering Work (excluding Track works / Zonal works)"
Technical Eligibility Criteria: As per Clause 10.1 of Part-I of IRSGCC-2022 (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 notarized, 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 fulfillment 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 sub-let, in last 5 years, ending last day of month previous to the one in which tender is invited through a works contract. Note: for subletting of work costing up to Rs 50 lakh, no previous work experience of subcontractor shall be asked for by the Railway. In case after award of contract or during execution of work it becomes necessary for contractor to change subcontractor, the same shall be done with subcontractor(s) fulfilling the requirements as per clause 7 of the Standard General Conditions of Contract, with prior approval of Chief Engineer in writing.
Note for Item 10.1 of IRSGCC-2022: Work experience certificate from private individual shall not be considered. However, in addition to work experience certificates issued by any Govt. Organization, work experience certificate issued by Public listed company having average annual turnover of Rs 500 crore and above in last 3 financial years excluding the current financial year, listed on National Stock Exchange or Bombay Stock Exchange, incorporated/registered at least 5 years prior to the date of closing of tender, shall also be considered provided the work experience certificate has been issued by a person authorized by the Public listed company to issue such certificates. In case tenderer submits work experience certificate issued by public listed company, the tenderer shall also submit along with work experience certificate, the relevant copy of work order, bill of quantities, bill wise details of payment received duly certified by Chartered Accountant, TDS certificates for all payments received and copy of final/last bill paid by company in support of above work experience certificate
Instructions to Tenderers and Conditions of Tender: Tenders are refer Annexure-I, Tender Form (Second Sheet) Part-I of IRSGCC-2022 is mentioned from page No. 11 - 26 of Master Document -1 attached to the tender.
17 conditions · 6 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.
Tender value is including escalation of (-)10% (minus ten percent ) on CPWD DSR rates. Tenderer should note this before quoting the rates.
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person to the official nominated (i.e. OS/Tenders/Engg) / BZA Division) as indicated in the tender document before closing date for submission of bids (i.e. excluding the last date of submission of Bids).
All the instructions furnished in the Technical Compliance / Commercial Compliance / Custom / Undertakings / General Instructions are only indicative and not exhaustive. The tenderer shall read the GCC / Tender documents for complete details.
The tenderer shall thoroughly go through the entire tender document and strictly adhere to the instruction and directions given therein.
MCS-RJY : Upgradation/Development of Maintenance Facilities at MCS/RJY under ADEN/RJY sub-division. (Umbrella work Project ID : 11.06.42.24.3.55.006 of 2024-25)
E-01-North-BZA-2026~SCR
E-01-North-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹3.2 L
4 Feb 2026
10 Jan 2026
21 Jan 2026
68 items across 3 schedules · ₹3,69,58,202.68 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 625 | 205.45 | 1,28,406.25 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 75 | 2,161.2 | 1,62,090 |
| 3 | 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 | 32000 | 14.5 | 4,64,000 |
| 4 | Beyond 30 cm girth upto and including 60 cm girth | Each | 500 | 439.25 | 2,19,625 |
| 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 | 187.5 | 7,365.15 | 13,80,965.63 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 25 | 6,670.25 | 1,66,756.25 |
| 7 | Foundations, footings, bases for columns | Sqm | 200 | 307.95 | 61,590 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 800 | 307.95 | 2,46,360 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 500 | 766.55 | 3,83,275 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 500 | 608.35 | 3,04,175 |
| 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 | 54 | 9,673.5 | 5,22,369 |
| 12 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 162 | 6,882 | 11,14,884 |
| 13 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 50 | 6,658.25 | 3,32,912.5 |
| 14 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 276 | 8,512.1 | 23,49,339.6 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 100 | 8,288.35 | 8,28,835 |
| 16 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 5.04 | 2,818.5 | 14,205.24 |
| 17 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 1000 | 197.7 | 1,97,700 |
| 18 | 250x16 mm | Each | 20 | 165.9 | 3,318 |
| 19 | 150x10 mm | Each | 4 | 53.05 | 212.2 |
| 20 | 125 mm | Each | 4 | 35.2 | 140.8 |
| 21 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge. | Metre | 100 | 408.25 | 40,825 |
| 22 | 30 mm thick plain PVC door shutters | Sqm | 40 | 2,455.1 | 98,204 |
| 23 | With 2nd class teak wood beading 62X19 mm | Sqm | 120 | 1,404.25 | 1,68,510 |
| 24 | Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 +/- 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). | Sqm | 120 | 10,030.3 | 12,03,636 |
| 25 | 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 | 500 | 612.25 | 3,06,125 |
| 26 | 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 | 20 | 935.6 | 18,712 |
| 27 | 110 mm diameter | Metre | 36 | 319.75 | 11,511 |
| 28 | 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 | 1000 | 671.55 | 6,71,550 |
| 29 | 1:4 (1 cement: 4 coarse sand) | Sqm | 4800 | 354.5 | 17,01,600 |
| 30 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 658.5 | 97.6 | 64,269.6 |
| 31 | Two or more coats on new work | Sqm | 2000 | 137.85 | 2,75,700 |
| 32 | Two or more coats on new work | Sqm | 2000 | 131.45 | 2,62,900 |
| 33 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 2000 | 64.45 | 1,28,900 |
| 34 | One or more coats on old work | Sqm | 5000 | 90.85 | 4,54,250 |
| 35 | 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 | 2000 | 45.05 | 90,100 |
| 36 | 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 | 2400 | 219.35 | 5,26,440 |
| 37 | Good earth | cum | 900 | 624.55 | 5,62,095 |
| 38 | 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 | 480 | 8,277.55 | 39,73,224 |
| 39 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. | cum | 720 | 2,803.65 | 20,18,628 |
| 40 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 20 | 5,781.35 | 1,15,627 |
| 41 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 20 | 5,540.55 | 1,10,811 |
| 42 | 15 mm nominal dia Pipes | Metre | 100 | 255.9 | 25,590 |
| 43 | 20 mm nominal dia Pipes | Metre | 100 | 325.1 | 32,510 |
| 44 | 25 mm nominal dia Pipes | Metre | 100 | 408.55 | 40,855 |
| 45 | 50 mm nominal dia Pipes | Metre | 200 | 927 | 1,85,400 |
| 46 | 80 mm nominal dia Pipes | Metre | 600 | 1,990.4 | 11,94,240 |
| 47 | 25 mm nominal bore | Each | 4 | 532.35 | 2,129.4 |
| 48 | 20 mm nominal bore | Each | 4 | 461.75 | 1,847 |
| 49 | 50 mm nominal bore | Each | 15 | 878.25 | 13,173.75 |
| 50 | 80 mm nominal bore | Each | 20 | 2,227.6 | 44,552 |
| 51 | Up to 300 mm dia | Quintal | 50 | 5,649.65 | 2,82,482.5 |
| 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 | 5000 | 9.7 | 48,500 |
| 53 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 225 | 96.45 | 21,701.25 |
| 54 | 150 mm nominal size square 100 mm diameter of the inner hinged round grating | Each | 100 | 169.7 | 16,970 |
| 55 | 150 mm diameter | Metre | 152 | 591.4 | 89,892.8 |
| 56 | Rectangular shape 600x450 mm internal dimensions | Each | 20 | 1,255.25 | 25,105 |
| 57 | 300 mm dia | Metre | 60 | 592.05 | 35,523 |
| 58 | 200 mm nominal size dia | Metre | 60 | 951.95 | 57,117 |
| 59 | Frame size 65 x 100 mm | Metre | 27.4 | 1,000.15 | 27,404.11 |
| 60 | 30 mm thick | Sqm | 52.2 | 3,954 | 2,06,398.8 |
| Schedule total | ₹2,40,36,168.68 | ||||
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nit.pdf
NIT
1MasterDocument01-Oct-25.pdf
ATTACHMENT
2MasterDocument02-Apr-25.pdf
ATTACHMENT
3Schedule1.pdf
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4GeneralConditions.pdf
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5BuildingconditionsDLP.pdf
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6DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-20221.pdf
ATTACHMENT
7SpecialSafetyconditions.pdf
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8RevisedBrandsandmakesapprovedlist202530-06-251.pdf
ATTACHMENT
9Amendmentno_12toapprovedlistofBrandsandmakesdt30_06_2025_HSFGboltassemblingwithDTIWashers1.pdf
ATTACHMENT
10SimilarNatureofWork-2025-Approved02-12-25.pdf
ATTACHMENT
11HQLrSteelPaymentletterREimbursement26052022.pdf
ATTACHMENT
12Earthworkconditions.pdf
ATTACHMENT
13SpecialConditiononreimbursementtowardscostofsteel.pdf
ATTACHMENT
14SpecialConditionsforDrawings.pdf
ATTACHMENT
15Specificationofconcrete.pdf
ATTACHMENT
16SPECIFICATIONSGALVALUMESHEETS.pdf
ATTACHMENT
17steelConditions.pdf
ATTACHMENT
18TrdConditions.pdf
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