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Tender Value
Refer Docs
EMD Value
₹5.7 L
Closing Date
7 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 . I I - Any Civil Engineering Work (excluding Track works / Zonal works) vide CGE/SCs Letter No. W.148/P/SNW/2025, Dt: 02.12.2025
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.
CCT - Improvements to waiting halls and Rooms including toilets, VIP lounge, Booking Office ,Parcel office and other passenger related amenities on PF 1 & Improvements to PF Surface, water supply arrangements, SS water booths, sitting benches on PF No. 2 & 3 .(Umbrella Work Project ID : 11.06.53.24.3.55.071 of 2024- 25)
E-53-North-BZA-2025~SCR
E-53-North-BZA-2025
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹5.7 L
7 Jan 2026
13 Dec 2025
24 Dec 2025
89 items across 4 schedules · ₹2,96,13,037.06 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1397 | 205.45 | 2,87,013.65 |
| 2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 190.5 | 76.4 | 14,554.2 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 723 | 2,161.2 | 15,62,547.6 |
| 4 | 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 | 53 | 7,783.65 | 4,12,533.45 |
| 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 | 77 | 7,365.15 | 5,67,116.55 |
| 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 | 1197 | 6,670.25 | 79,84,289.25 |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2324 | 307.95 | 7,15,675.8 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 528 | 766.55 | 4,04,738.4 |
| 9 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | 640 | 608.35 | 3,89,344 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 304 | 804.25 | 2,44,492 |
| 11 | Under 20 cm wide | Metre | 235 | 181.9 | 42,746.5 |
| 12 | 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 | 316 | 9,673.5 | 30,56,826 |
| 13 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 294 | 8,825.35 | 25,94,652.9 |
| 14 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 82 | 10,477.75 | 8,59,175.5 |
| 15 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 47 | 6,658.25 | 3,12,937.75 |
| 16 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 137 | 7,676.3 | 10,51,653.1 |
| 17 | Area of slab over 0.50 sqm | Sqm | 1487 | 4,425.35 | 65,80,495.45 |
| 18 | Granite work | Metre | 286 | 418.85 | 1,19,791.1 |
| 19 | Granite Stone of approved shade | Sqm | 8 | 3,542.85 | 28,342.8 |
| 20 | 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 | 1033 | 1,063.45 | 10,98,543.85 |
| 21 | Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: (a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 1574 | 4,474.2 | 70,42,390.8 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 36 | 2,818.5 | 1,01,466 |
| 23 | 300x16 mm | Each | 18 | 180.55 | 3,249.9 |
| 24 | 250x16 mm | Each | 16 | 165.9 | 2,654.4 |
| 25 | 75x47x1.80 mm | Each | 48 | 64.2 | 3,081.6 |
| 26 | 100x10 mm | Each | 34 | 160.3 | 5,450.2 |
| 27 | 100 mm | Each | 36 | 189.85 | 6,834.6 |
| 28 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete. | Each | 24 | 1,025.65 | 24,615.6 |
| 29 | 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 | 72 | 408.25 | 29,394 |
| 30 | 30 mm thick plain PVC door shutters | Sqm | 23.04 | 2,455.1 | 56,565.5 |
| 31 | 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 | 23.76 | 10,030.3 | 2,38,319.93 |
| 32 | Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand including 2mm thick PVC edge banding tape with hot glue by edge bending machine etc. with auto closing spring loaded hinges (hydraulic type) etc. complete as per direction of Engineer-in-charge.(Payment of providing and fixing auto closing hinges shall be paid separately) | Sqm | 25.2 | 2,563.75 | 64,606.5 |
| 33 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 673.92 | 88.5 | 59,641.92 |
| 34 | 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 | 364 | 612.25 | 2,22,859 |
| 35 | 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 |
| 36 | Size of Tile 600x600 mm | Sqm | 1087 | 1,466.5 | 15,94,085.5 |
| 37 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 2700 | 2,589.9 | 69,92,730 |
| 38 | 1.60 mm thick with zinc coating not less than 350 gm/sqm | Metre | 208 | 1,370.4 | 2,85,043.2 |
| 39 | 75 mm diameter | Metre | 48 | 213 | 10,224 |
| 40 | 110 mm diameter | Metre | 116 | 319.75 | 37,091 |
| 41 | 110 mm bend | Each | 108 | 132 | 14,256 |
| 42 | 110 mm | Each | 88 | 309.5 | 27,236 |
| 43 | 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 | 625 | 671.55 | 4,19,718.75 |
| 44 | 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tile a completely sealed unit. | Sqm | 611 | 1,948.95 | 11,90,808.45 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 729 | 282 | 2,05,578 |
| 46 | 1:4 (1 cement: 4 fine sand) | Sqm | 450 | 339.7 | 1,52,865 |
| 47 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 933 | 214.3 | 1,99,941.9 |
| 48 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 486 | 97.6 | 47,433.6 |
| 49 | Two or more coats on new work | Sqm | 933 | 137.85 | 1,28,614.05 |
| 50 | Two or more coats on new work | Sqm | 110 | 131.45 | 14,459.5 |
| 51 | Two or more coats on new work | Sqm | 1040 | 121.45 | 1,26,308 |
| 52 | One or more coats on old work | Sqm | 600 | 79.4 | 47,640 |
| 53 | Old work (one or more coats @ 2.20 kg/10 sqm) complete. | Sqm | 3640 | 63.25 | 2,30,230 |
| 54 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | cum | 693 | 2,007.1 | 13,90,920.3 |
| 55 | In cement mortar | cum | 13.8 | 1,698.45 | 23,438.61 |
| 56 | For thickness of tiles 10 mm to 25 mm | Sqm | 2697 | 60.5 | 1,63,168.5 |
| 57 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 3034 | 219.75 | 6,66,721.5 |
| 58 | 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 | 1200 | 8,277.55 | 99,33,060 |
| 59 | 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 | 414 | 1,719 | 7,11,666 |
| 60 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 8 | 5,426.8 | 43,414.4 |
| 61 | White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps | Each | 10 | 2,040.85 | 20,408.5 |
| 62 | Circular shape 450 mm dia | Each | 15 | 1,248.6 | 18,729 |
| 63 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 15 | 204.7 | 3,070.5 |
| 64 | 50 mm nominal dia Pipes | Metre | 960 | 927 | 8,89,920 |
| 65 | 15 mm nominal dia Pipes | Metre | 100 | 441.15 | 44,115 |
| 66 | 20 mm nominal dia Pipes | Metre | 100 | 513.75 | 51,375 |
| 67 | 32 mm nominal dia Pipes | Metre | 95 | 712.75 | 67,711.25 |
| 68 | 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 | 8000 | 9.7 | 77,600 |
| 69 | 15 mm nominal bore | Each | 58 | 434.2 | 25,183.6 |
| 70 | 15 mm nominal bore | Each | 20 | 715.05 | 14,301 |
| 71 | 15 mm nominal bore | Each | 25 | 594.75 | 14,868.75 |
| 72 | Rectangular shape 600x450 mm internal dimensions | Each | 32 | 1,255.25 | 40,168 |
| 73 | Pre-laminated particle board with decorative lamination on both sides | Sqm | 40 | 951.05 | 38,042 |
| 74 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately). | Sqm | 8 | 4,540.7 | 36,325.6 |
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1MasterDocument01-Oct-25.pdf
ATTACHMENT
2MasterDocument02-Apr-25.pdf
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3Schedule1CCTWaitingHallsTNo.53.pdf
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4Generalconditionsrevised.pdf
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5buildingconditions.pdf
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6DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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7Specificationofconcrete.pdf
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8RevisedBrandsandmakesapprovedlist202530-06-25.pdf
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9Amendmentno_12toapprovedlistofBrandsandmakesdt30_06_2025_HSFGboltassemblingwithDTIWashers.pdf
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10SAFETYTrackConditions.pdf
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11SpecialConditionsfordrgsmodified.pdf
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12SpecialconditionsforJCB.pdf
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13SPECIFICATIONSGALVALUMESHEETS.pdf
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14Steelspecialconditions.pdf
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15TrDSpl.Conditions.pdf
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16SimilarNatureofWork-2025-Approved02-12-25.pdf
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