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Tender Value
₹4.3 Cr
EMD Value
₹8.7 L
Closing Date
28 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Revenue
EAST WORKS
17 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" which ever 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 Accountant duly supported by Audited 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-2 - Any Civil Engineering Works (excluding Track works/Zonal works)""as per HQrs letter No. W.148/P/SNW/2025 dated 02.12.2025, with the Approval of PCE/SCR.
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@ 10<37@ of advertised value of each component of tender. Note for b(1): Separate completed works of minimum required values shall also be considered for fulfilment 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 1.1.1 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. 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 1.1.2 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
17 conditions · 5 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.
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 (-)15% (minus Fifteen percent ) on CPWD DSR rates. Tenderer should note this before quoting the rates
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 : Repairs to Corroded Rain Water Gutters, Roof Sheets of COPs, Painting of COPs, FOBs and Service Buildings, and Repairs to Water Pipelines and Water Pedestals at Stations under SSE/Works/GDV Section SW-II : Repairs to COP's, Brightening of COP's, FOB's and Station Name Boards at Stations in SSE/Works/BVRM section
E-09-EAST-BZA-2026
E-09-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹8.7 L
28 Apr 2026
2 Apr 2026
14 Apr 2026
99 items across 3 schedules · ₹33,93,117.84 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 52.5 | 177.5 | 9,318.75 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | cum | 52.5 | 196 | 10,290 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 14.4 | 2,123.75 | 30,582 |
| 4 | All kinds of soil | Sqm | 1500 | 34.15 | 51,225 |
| 5 | 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 | 9050 | 17.6 | 1,59,280 |
| 6 | 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 | 17.82 | 7,878.5 | 1,40,394.87 |
| 7 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 160 | 842.5 | 1,34,800 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 30 | 927.25 | 27,817.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 90 | 736.4 | 66,276 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 48 | 961.3 | 46,142.4 |
| 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 | 11.12 | 10,585.9 | 1,17,715.21 |
| 12 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 13.5 | 9,655.7 | 1,30,351.95 |
| 13 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 21.6 | 10,011.35 | 2,16,245.16 |
| 14 | Cement Mortar 1:6 (1 cement : 6 coarse sand). | cum | 94.91 | 6,295.15 | 5,97,472.69 |
| 15 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 9.6 | 9,344.35 | 89,705.76 |
| 16 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 60 | 9,105.95 | 5,46,357 |
| 17 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 300 | 1,123.8 | 3,37,140 |
| 18 | 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 | 228 | 1,267.95 | 2,89,092.6 |
| 19 | Second class teak wood | cum | 2 | 1,42,949.7 | 2,85,899.4 |
| 20 | Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm ( +/- 0.2 mm), made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm , including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8 x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer -in- charge. | Metre | 40 | 573.45 | 22,938 |
| 21 | Non decorative finish (matt finish) | Sqm | 21.68 | 3,997.45 | 86,664.72 |
| 22 | Providing and Fixing factory made uPVC door frame, made of uPVC extruded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm ( +/- 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( +/-0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fasteners, all complete as per manufacturer's specification and direction of Engineer-in-charge. | Metre | 28.8 | 623 | 17,942.4 |
| 23 | Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). | Sqm | 50.4 | 8,298.85 | 4,18,262.04 |
| 24 | 18 mm thick | Sqm | 40 | 1,362.3 | 54,492 |
| 25 | 200 mm | Each | 10 | 186.65 | 1,866.5 |
| 26 | Providing and fixing 2 mm thick 16 to 19 mm wide PVC edge binding tape of approved quality for cupboard/wardrobe shutters including necessary synthetic resin hot pressed to edges on binding machine etc. complete as per directions of Engineer- in-charge. | Metre | 100 | 43.8 | 4,380 |
| 27 | Light shade pigment using white cement | Sqm | 360 | 1,402 | 5,04,720 |
| 28 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1548 | 1,328.35 | 20,56,285.8 |
| 29 | 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 | 120 | 1,096.55 | 1,31,586 |
| 30 | 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 | 16 | 1,112.7 | 17,803.2 |
| 31 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 45 | 4,481.3 | 2,01,658.5 |
| 32 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 2602 | 1,863.9 | 48,49,867.8 |
| 33 | 75 mm diameter | Metre | 45 | 248.8 | 11,196 |
| 34 | 110 mm diameter | Metre | 1280 | 377.4 | 4,83,072 |
| 35 | 110 mm | Each | 40 | 136.15 | 5,446 |
| 36 | 110x110x110 mm | Each | 140 | 234.15 | 32,781 |
| 37 | 75 mm bend | Each | 64 | 105.9 | 6,777.6 |
| 38 | 110 mm bend | Each | 368 | 150.35 | 55,328.8 |
| 39 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 840 | 1,355.8 | 11,38,872 |
| 40 | Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and weighing not less than 100 gms. | Each | 280 | 84.55 | 23,674 |
| 41 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) 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 | 6777.5 | 738.65 | 50,06,200.38 |
| 42 | Ridges plain (500 - 600mm) | Metre | 140 | 532.35 | 74,529 |
| 43 | Flashings/ Aprons.( Upto 600 mm) | Metre | 190 | 485.6 | 92,264 |
| 44 | 1:6 (1 cement: 6 fine sand) | Sqm | 1168.4 | 333.35 | 3,89,486.14 |
| 45 | New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | Sqm | 680 | 181.25 | 1,23,250 |
| 46 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 9550.3 | 67.4 | 6,43,690.22 |
| 47 | 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 | 1700 | 156.05 | 2,65,285 |
| 48 | Old work (one or more coats) | Sqm | 1050 | 62.7 | 65,835 |
| 49 | Two coats | Sqm | 11050 | 142.8 | 15,77,940 |
| 50 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete | Sqm | 1700 | 19.75 | 33,575 |
| 51 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. | Sqm | 1700 | 25.15 | 42,755 |
| 52 | One or more coats on old work | Sqm | 8920.2 | 102.8 | 9,16,996.56 |
| 54 | Re-lettering with black Japan paint of approved brand and manufacture. | per letter per cm height | 158400 | 3.85 | 6,09,840 |
| 55 | Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat. | Sqm | 2700 | 112.9 | 3,04,830 |
| 56 | Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface | Sqm | 6550 | 120.75 | 7,90,912.5 |
| 57 | Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and disposal of same, all as per the direction of Engineer-in-charge. | Each | 240 | 108.3 | 25,992 |
| 58 | 3 mm thick | Sqm | 6750 | 560.95 | 37,86,412.5 |
| 59 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 85.42 | 2,434.25 | 2,07,933.64 |
| 60 | 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 | 216.3 | 3,551.25 | 7,68,135.38 |
| 61 | In cement mortar | cum | 26.75 | 2,060.2 | 55,110.35 |
| 62 | Of area 3 sq. metres and below | Each | 28 | 367.2 | 10,281.6 |
| 63 | For thickness of tiles 10 mm to 25 mm | Sqm | 2862 | 73.4 | 2,10,070.8 |
| 64 | For thickness of tiles above 25 mm and up to 40 mm | Sqm | 300 | 113.35 | 34,005 |
| 65 | G.S. Sheet | Sqm 8985.55 | — | 164.95 | 14,82,166.47 |
| 66 | 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 | 311.4 | 54.65 | 17,018.01 |
| 67 | 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 | 471.57 | 263.95 | 1,24,470.9 |
| 68 | 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). | cum | 54 | 9,823.8 | 5,30,485.2 |
| 69 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 202.5 | 4,950.9 | 10,02,557.25 |
| 70 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests | Each | 4 | 6,767.4 | 27,069.6 |
| 71 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 8 | 6,515.55 | 52,124.4 |
| 72 | Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer | Each | 6 | 3,960.55 | 23,763.3 |
| 73 | 10 litre capacity - coloured | Each | 14 | 1,136.6 | 15,912.4 |
| 74 | 32 mm dia | Each | 19 | 119.55 | 2,271.45 |
| 75 | 20 mm nominal dia Pipes | Metre | 125 | 335 | 41,875 |
| 76 | 25 mm nominal dia Pipes | Metre | 170 | 401.55 | 68,263.5 |
| 77 | 32 mm nominal dia Pipes | Metre | 250 | 518.75 | 1,29,687.5 |
| 78 | 40 mm nominal dia Pipes | Metre | 150 | 702.95 | 1,05,442.5 |
| 79 | 50 mm nominal dia Pipes | Metre | 300 | 934.15 | 2,80,245 |
| 80 | 25 mm nominal dia Pipes | Metre | 100 | 627.25 | 62,725 |
| 81 | 50 mm nominal dia Pipes | Metre | 500 | 794.25 | 3,97,125 |
| 82 | 80 mm nominal dia Pipes | Metre | 400 | 2,166.35 | 8,66,540 |
| 83 | 100 mm nominal dia Pipes | Metre | 450 | 3,271.7 | 14,72,265 |
| 84 | 15mm nominal bore | Each | 8 | 574.3 | 4,594.4 |
| 85 | 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms | Each | 42 | 224.1 | 9,412.2 |
| 86 | 300 mm dia piles | Metre | 225 | 3,065.6 | 6,89,760 |
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1MasterDocument1.pdf
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2MasterDocument-02.pdf
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HQrs LETTER
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