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Tender Value
Refer Docs
EMD Value
₹2.9 L
Closing Date
23 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
18 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
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.
SW - I : YLM - Improvements to Platform No. 2 as Island Platform No. 2&3 at YLM Station in SSE/Works/TUNI Section under ADEN/ TUNI Sub-Division. (Umbrella Work Project ID : 11.06.53.24.3.55.065 of 2024-25) SW - II : TUNI - Augmentation of SSE/E/M/TUNI Depot with Panel Room at TUNI Station. (Umbrella Work Project ID : 11.06.36.24.3.55.005 of 2024-25)
E-58-North-BZA-2025~SCR
E-58-North-BZA-2025
Open
Works - General
6 Months
Krishna, Andhra Pradesh
₹0
₹2.9 L
23 Jan 2026
3 Jan 2026
9 Jan 2026
87 items across 3 schedules · ₹3,15,61,719.53 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1168 | 205.45 | 2,39,965.6 |
| 2 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 88 | 2,161.2 | 1,90,185.6 |
| 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 | 800 | 14.5 | 11,600 |
| 4 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | 204 | 7,226.95 | 14,74,297.8 |
| 5 | 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 | 267 | 6,670.25 | 17,80,956.75 |
| 6 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 12.5mm nominal size derived from natural sources) | Sqm | 132 | 370.85 | 48,952.2 |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | 34 | 57.15 | 1,943.1 |
| 8 | 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 | 33 | 8,364.2 | 2,76,018.6 |
| 9 | cum | 132 | 10,719.3 | 14,14,947.6 | |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 84 | 307.95 | 25,867.8 |
| 11 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 312 | 766.55 | 2,39,163.6 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 115 | 608.35 | 69,960.25 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 158 | 804.25 | 1,27,071.5 |
| 14 | Under 20 cm wide | Metre | 100 | 181.9 | 18,190 |
| 15 | 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 | 59 | 9,673.5 | 5,70,736.5 |
| 16 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 194 | 6,882 | 13,35,108 |
| 17 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 106 | 8,512.1 | 9,02,282.6 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 432 | 8,288.35 | 35,80,567.2 |
| 19 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 90 | 1,018.05 | 91,624.5 |
| 20 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 22 | 7,676.3 | 1,68,878.6 |
| 21 | Area of slab over 0.50 sqm | Sqm | 36 | 4,425.35 | 1,59,312.6 |
| 22 | Granite work | Metre | 100 | 418.85 | 41,885 |
| 23 | Second class teak wood | cum | .32 | 1,31,576.95 | 42,104.62 |
| 24 | cum | 1.44 | 1,15,052.2 | 1,65,675.17 | |
| 25 | 30 mm thick shutters | Sqm | 16 | 3,360.7 | 53,771.2 |
| 26 | 12 mm thick one side Pre-laminated particle board (decorative lamination on one side and other sides balancing lamination) grade -1, medium density flat pressed, three layer particle board FPT - I or graded wood particle board FPT-1 conforming to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-laminated conforming to IS : 12823, Grade -1, Type II marked : | Sqm | 59 | 3,070.05 | 1,81,132.95 |
| 27 | Second class teak wood | Sqm | 8 | 3,863.65 | 30,909.2 |
| 28 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 300 | 197.7 | 59,310 |
| 29 | 250x16 mm | Each | 24 | 165.9 | 3,981.6 |
| 30 | 150x10 mm | Each | 24 | 53.05 | 1,273.2 |
| 31 | 125 mm | Each | 24 | 35.2 | 844.8 |
| 32 | 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 | 20 | 408.25 | 8,165 |
| 33 | 30 mm thick plain PVC door shutters | Sqm | 6 | 2,455.1 | 14,730.6 |
| 34 | 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 | 21.6 | 10,030.3 | 2,16,654.48 |
| 35 | 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 |
| 36 | Dark shade pigment using ordinary cement | Sqm | 400 | 983.95 | 3,93,580 |
| 37 | 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 | 60 | 935.6 | 56,136 |
| 38 | Providing and fixing 1st quality ceramic glazed floor 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 | 216 | 938.5 | 2,02,716 |
| 39 | Size of Tile 600x600 mm | Sqm | 160 | 1,416.65 | 2,26,664 |
| 40 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1440 | 2,589.9 | 37,29,456 |
| 41 | 1:4 (1 cement: 4 fine sand) | Sqm | 2280 | 294.85 | 6,72,258 |
| 42 | 1:6 (1 cement: 6 fine sand) | Sqm | 49 | 282 | 13,818 |
| 43 | 1:4 (1 cement: 4 fine sand) | Sqm | 588 | 339.7 | 1,99,743.6 |
| 44 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 1732 | 97.6 | 1,69,043.2 |
| 45 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | Sqm | 789 | 166.85 | 1,31,644.65 |
| 46 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture | Sqm | 102 | 144.9 | 14,779.8 |
| 47 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 114 | 140.05 | 15,965.7 |
| 48 | Two or more coats on new work | Sqm | 100 | 131.45 | 13,145 |
| 49 | Two or more coats on new work | Sqm | 100 | 121.45 | 12,145 |
| 50 | Orissa pattern W.C Pan of size 580x440 mm | Each | 4 | 3,850.65 | 15,402.6 |
| 51 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 122 | 2,007.1 | 2,44,866.2 |
| 52 | 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 | 16 | 2,928.1 | 46,849.6 |
| 53 | In cement mortar | cum | 292 | 1,698.45 | 4,95,947.4 |
| 54 | Of area beyond 3 sq. metres | Each | 4 | 414.55 | 1,658.2 |
| 55 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 10000 | 4.65 | 46,500 |
| 56 | For thickness of tiles 10 mm to 25 mm | Sqm | 200 | 60.5 | 12,100 |
| 57 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 600 | 219.75 | 1,31,850 |
| 58 | 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 | 1228 | 219.35 | 2,69,361.8 |
| 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 | 160 | 8,277.55 | 13,24,408 |
| 60 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 1200 | 4,256.3 | 51,07,560 |
| 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 | 239 | 1,719 | 4,10,841 |
| 62 | Orissa pattern W.C. pan of size 580x440 mm | Each | 4 | 2,758.2 | 11,032.8 |
| 63 | Orissa pattern W.C. pan 580x440 mm | Each | 4 | 414.75 | 1,659 |
| 64 | 20 mm nominal dia Pipes | Metre | 30 | 325.1 | 9,753 |
| 65 | 25 mm nominal dia Pipes | Metre | 25 | 408.55 | 10,213.75 |
| 66 | 40 mm nominal dia Pipes | Metre | 12 | 674.35 | 8,092.2 |
| 67 | 50 mm nominal dia Pipes | Metre | 315 | 927 | 2,92,005 |
| 68 | 15 mm nominal dia Pipes | Metre | 50 | 441.15 | 22,057.5 |
| 69 | 20 mm nominal dia Pipes | Metre | 50 | 513.75 | 25,687.5 |
| 70 | 25 mm nominal dia Pipes | Metre | 50 | 626.05 | 31,302.5 |
| 71 | 40 mm nominal dia Pipes | Metre | 100 | 559.2 | 55,920 |
| 72 | 40 mm nominal bore | Each | 5 | 707.3 | 3,536.5 |
| 73 | 50 mm nominal bore | Each | 5 | 878.25 | 4,391.25 |
| 74 | 25 mm nominal bore | Each | 6 | 399.15 | 2,394.9 |
| 75 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 80 | 96.45 | 7,716 |
| 76 | Rectangular shape 600x450 mm internal dimensions | Each | 10 | 1,255.25 | 12,552.5 |
| Schedule total | ₹2,83,10,947.37 | ||||
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1MasterDocument01-Oct-25.pdf
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2MasterDocument02-Apr-25.pdf
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5earthworkconditions.pdf
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6SpecialworksforBuildingworks.pdf
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7DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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8SAFETYPRECAUTIONSTOBETAKENATWORKSITE..pdf
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9SpecialConditionsforDrawings.pdf
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10SPECIFICATIONSOFCONTROLLEDCONCRETE.pdf
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11STEELSPECIALCONDITIONS.pdf
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12RevisedBrandsandmakesapprovedlist202530-06-25.pdf
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13Amendmentno_12toapprovedlistofBrandsandmakesdt30_06_2025_HSFGboltassemblingwithDTIWashers.pdf
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14SimilarNatureofWorks02-12-25.pdf
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17TRDSpecialconditions.pdf
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Schedule.pdf
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generalconditions.pdf
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generalconditions.pdf
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