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Tender Value
₹6.3 Cr
EMD Value
₹4.6 L
Closing Date
5 Feb 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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)"
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: Proposal for Construction of New running room with air conditioning along with kitchen at KI-30 bed capacity. SW-II : CD/BZA - Development of infrastructure facilities at Coaching Depot/BZA SW III: DLS BZA -Dismantling and construction of Two storied new building 21x 6.5 mtrs., Size in place of existing Laboratory.
E-01-EAST-BZA-2026~SCR
E-01-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹4.6 L
5 Feb 2026
12 Jan 2026
22 Jan 2026
100 items across 2 schedules · ₹7,32,82,549.33 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 4522 | 177.5 | 8,02,655 |
| 2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 2520 | 81.6 | 2,05,632 |
| 3 | 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 | 2603.04 | 196 | 5,10,195.84 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 755.76 | 2,123.75 | 16,05,045.3 |
| 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 | 414.13 | 7,878.5 | 32,62,723.21 |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 545.4 | 7,294.7 | 39,78,529.38 |
| 7 | 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 | 1338.38 | 410.85 | 5,49,873.42 |
| 8 | 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 50 kg cement used | 347.98 | 18.15 | 6,315.84 |
| 9 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 998.4 | 392.15 | 3,91,522.56 |
| 10 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 2108 | 927.25 | 19,54,643 |
| 11 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 2132.55 | 736.4 | 15,70,409.82 |
| 12 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1382.24 | 961.3 | 13,28,747.31 |
| 13 | Under 20 cm wide | Metre | 682 | 208.55 | 1,42,231.1 |
| 14 | 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 | 29.76 | 10,585.9 | 3,15,036.38 |
| 15 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 661.85 | 9,655.7 | 63,90,625.05 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 669.02 | 10,011.35 | 66,97,793.38 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 199.63 | 733.5 | 1,46,428.61 |
| 18 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 37.08 | 7,370.65 | 2,73,303.7 |
| 19 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 884.55 | 8,752.55 | 77,42,068.1 |
| 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 | 396 | 1,267.95 | 5,02,108.2 |
| 21 | Second class teak wood | cum | 3.02 | 1,42,949.7 | 4,31,708.09 |
| 22 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 125.5 | 2,172.1 | 2,72,598.55 |
| 23 | On one side only | Sqm | 187.4 | 478 | 89,577.2 |
| 24 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | Each | 252 | 228.85 | 57,670.2 |
| 25 | 250x10 mm | Each | 53 | 441.6 | 23,404.8 |
| 26 | 200x10 mm | Each | 63 | 358.4 | 22,579.2 |
| 27 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | Each | 63 | 854.65 | 53,842.95 |
| 28 | 125 mm | Each | 116 | 256.65 | 29,771.4 |
| 29 | 100 mm | Each | 20 | 234.7 | 4,694 |
| 30 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. | Each | 63 | 121.65 | 7,663.95 |
| 31 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete. | Each | 63 | 983.15 | 61,938.45 |
| 32 | 300x16 mm | Each | 126 | 303.25 | 38,209.5 |
| 33 | 250x16 mm | Each | 16 | 260.6 | 4,169.6 |
| 34 | 100x10 mm | Each | 16 | 64.7 | 1,035.2 |
| 35 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm 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 | 80 | 492.7 | 39,416 |
| 36 | 30 mm thick plain PVC door shutters | Sqm | 32 | 3,182.95 | 1,01,854.4 |
| 37 | Second class teak wood | Sqm | 122.4 | 4,498.6 | 5,50,628.64 |
| 38 | Using R2 series with frame (70 mm & above) x (40 mm & above) & both glazed and fly screen sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre). | Sqm | 61.92 | 10,993.55 | 6,80,720.62 |
| 39 | Using R3 series with frame (98 mm & above) x (40 mm & above) & both glazed and fly screen sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m) | Sqm | 95.85 | 10,874.2 | 10,42,292.07 |
| 40 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 4.86 | 8,247.25 | 40,081.64 |
| 41 | Using R3 series with frame (55mm & above ) x (45mm & above). (Height upto 2.5 meter) | Sqm | 2.7 | 7,080.05 | 19,116.14 |
| 42 | 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 | 148 | 1,096.55 | 1,62,289.4 |
| 43 | Size of Tile 600x600 mm | Sqm | 520 | 1,553.45 | 8,07,794 |
| 44 | Size of Tile 600 x 1200 mm | Sqm | 540 | 1,798.8 | 9,71,352 |
| 45 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1002.25 | 3,186.7 | 31,93,870.08 |
| 46 | 110 mm diameter | Metre | 540 | 377.4 | 2,03,796 |
| 47 | 110x110x110 mm | Each | 46 | 221.35 | 10,182.1 |
| 48 | 110 mm bend | Each | 92 | 150.35 | 13,832.2 |
| 49 | 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 | 86 | 738.65 | 63,523.9 |
| 50 | GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending. | Sqm | 910 | 1,902.95 | 17,31,684.5 |
| 51 | 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 0.16 mm thick fire retardant PVC film on the face side and 12 micron 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 | 221 | 2,215.15 | 4,89,548.15 |
| 52 | 1:4 (1 cement: 4 fine sand) | Sqm | 121 | 347.05 | 41,993.05 |
| 53 | 1:6 (1 cement: 6 fine sand) | Sqm | 8563.2 | 333.35 | 28,54,542.72 |
| 54 | 1:3 (1 cement : 3 fine sand) | Sqm | 2013 | 300.45 | 6,04,805.85 |
| 55 | 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 | 8563.2 | 181.25 | 15,52,080 |
| 56 | Two or more coats on new work | Sqm | 65.4 | 155.9 | 10,195.86 |
| 57 | 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 | 8563.2 | 156.05 | 13,36,287.36 |
| 58 | One or more coats on old work | Sqm | 309 | 102.8 | 31,765.2 |
| 59 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 247.6 | 2,434.25 | 6,02,720.3 |
| 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 | 132.86 | 3,551.25 | 4,71,819.08 |
| 61 | In cement mortar | cum | 205.25 | 2,060.2 | 4,22,856.05 |
| 62 | Asbestos Cement sheet | Sqm | 300 | 77.3 | 23,190 |
| 63 | 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 | 2504.67 | 263.95 | 6,61,107.65 |
| 64 | 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 | 21 | 1,550.6 | 32,562.6 |
| 65 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 11 | 2,784.95 | 30,634.45 |
| 66 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. | Each | 17 | 349.15 | 5,935.55 |
| 67 | 10 litre capacity - White | Each | 11 | 1,190.65 | 13,097.15 |
| 68 | 32 mm dia | Each | 21 | 119.55 | 2,510.55 |
| 69 | Rectangular shape 453x357 mm | Each | 46 | 1,361.8 | 62,642.8 |
| 70 | 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. | Each | 18 | 708.95 | 12,761.1 |
| 71 | 20 mm nominal dia Pipes | Metre | 150 | 335 | 50,250 |
| 72 | 25 mm nominal dia Pipes | Metre | 150 | 401.55 | 60,232.5 |
| 73 | 50 mm nominal dia Pipes | Metre | 250 | 934.15 | 2,33,537.5 |
| 74 | 25 mm nominal dia Pipes | Metre | 130 | 627.25 | 81,542.5 |
| 75 | 40 mm dia nominal bore | Metre | 100 | 811.9 | 81,190 |
| 76 | 25 mm nominal bore | Each | 6 | 622.4 | 3,734.4 |
| 77 | 40 mm nominal bore | Each | 4 | 826.1 | 3,304.4 |
| 78 | 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. | Per Litre | 10000 | 11 | 1,10,000 |
| 79 | 15 mm nominal bore | Each | 36 | 506.8 | 18,244.8 |
| 80 | 15mm nominal bore | Each | 38 | 574.3 | 21,823.4 |
| 81 | 100 mm nominal dia | Each | 28 | 37.6 | 1,052.8 |
| 82 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. | Each | 15 | 111.45 | 1,671.75 |
| 83 | 15 mm nominal bore with 45 cm length | Each | 18 | 121.9 | 2,194.2 |
| 84 | Rectangular shape 600x450 mm internal dimensions | Each | 20 | 1,437.65 | 28,753 |
| 85 | 300 mm dia piles | Metre | 210 | 3,065.6 | 6,43,776 |
| 86 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 42.3 | 1,176.8 | 49,778.64 |
| Schedule total | ₹5,97,61,325.34 | ||||
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