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Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
5 May 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)""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 Page 15/21 1.1.1tenderer must have successfully completed or substantially completed anyone 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 forb(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 predefined 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 1.1.1 experience as mentioned in clause 7 of the Standard General Conditions of Contractor through subcontractor fulfilling the requirements as per clause 7of 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 intender 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 fulfilment of technical eligibility. Such subcontractor must fulfil 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%valueof work to be subletted, in last5 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
Proposal for Upgradation/Improvements to existing Running Rooms of BZA Division (ID.No.11.06.64.25.3.55.011) East portion : SW-I : BZA- Providing sound proofing (Acoustic) measures for Running room at BZA. SW-II : BZA- Provision of closed gym (Independent room) in the premises of Running Room at BZA station under SSE/W/West/BZA section. SW-III : KI- Provision of closed gym (Independent room) in the premises of Running Room at KI station under SSE/Works/BZA section. SW-IV : Upgradation of facilities in the Running Room at MTM under ADEN/BVRM sub- Division. SW-V : Construction of Independent Building for closed GYM at NS Running room.
E-10-EAST-BZA-2026
E-10-EAST-BZA-2026
Open
Works - General
9 Months
Krishna, Andhra Pradesh
₹0
₹2.8 L
5 May 2026
9 Apr 2026
21 Apr 2026
101 items across 2 schedules · ₹1,65,54,555.84 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 586.09 | 177.5 | 1,04,030.98 |
| 2 | All kinds of soil. | cum | 22.54 | 260.3 | 5,867.16 |
| 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 | 374.9 | 196 | 73,480.4 |
| 4 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | cum | 160 | 700.5 | 1,12,080 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 85.58 | 2,123.75 | 1,81,750.53 |
| 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 | 78.55 | 7,878.5 | 6,18,856.18 |
| 7 | 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 | 41.74 | 7,294.7 | 3,04,480.78 |
| 8 | 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 | 46.84 | 7,178.75 | 3,36,252.65 |
| 9 | Foundations, footings, bases for columns | Sqm | 8 | 392.15 | 3,137.2 |
| 10 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | 5 | 10,105.1 | 50,525.5 |
| 11 | 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 | 94.55 | 410.85 | 38,845.87 |
| 12 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | 61.44 | 495.75 | 30,458.88 |
| 13 | 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 | 19.66 | 18.15 | 356.83 |
| 14 | 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 | 23.62 | 9,045.75 | 2,13,660.62 |
| 15 | cum | 19.24 | 11,505.5 | 2,21,365.82 | |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 227 | 392.15 | 89,018.05 |
| 17 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 328.15 | 927.25 | 3,04,277.09 |
| 18 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 236.22 | 736.4 | 1,73,952.41 |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 215.1 | 961.3 | 2,06,775.63 |
| 20 | Under 20 cm wide | Metre | 158.8 | 208.55 | 33,117.74 |
| 21 | 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 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 90.3 | 9,655.7 | 8,71,909.71 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 64.1 | 10,011.35 | 6,41,727.54 |
| 24 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 18.06 | 733.5 | 13,247.01 |
| 25 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 6.26 | 7,132.25 | 44,647.89 |
| 26 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 4.32 | 6,504.9 | 28,101.17 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 38.9 | 9,105.95 | 3,54,221.46 |
| 28 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 115.2 | 1,123.8 | 1,29,461.76 |
| 29 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 53.05 | 8,752.55 | 4,64,322.78 |
| 30 | Second class teak wood | cum | .1 | 1,42,949.7 | 14,294.97 |
| 31 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 7.2 | 3,167.95 | 22,809.24 |
| 32 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 4.8 | 2,172.1 | 10,426.08 |
| 33 | On one side only | Sqm | 7.2 | 478 | 3,441.6 |
| 34 | Second class teak wood | Sqm | 12.6 | 4,852.3 | 61,138.98 |
| 35 | 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 | 12 | 228.85 | 2,746.2 |
| 36 | 250x16 mm | Each | 8 | 193.7 | 1,549.6 |
| 37 | 150x10 mm | Each | 10 | 59.45 | 594.5 |
| 38 | 125 mm | Each | 12 | 39.95 | 479.4 |
| 39 | 100 mm | Each | 12 | 32.55 | 390.6 |
| 40 | 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 | 2 | 854.65 | 1,709.3 |
| 41 | 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 | 2 | 983.15 | 1,966.3 |
| 42 | 125 mm | Each | 4 | 231.05 | 924.2 |
| 43 | 300x16 mm | Each | 4 | 303.25 | 1,213 |
| 44 | 250x10 mm | Each | 4 | 115.15 | 460.6 |
| 45 | Single rubber stopper | Each | 2 | 39.6 | 79.2 |
| 46 | Twin rubber stopper | Each | 12 | 72.35 | 868.2 |
| 47 | Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required colour, size and design made by Resin Transfer Moulding (RTM) Machine Technology, resulting in void free compact laminate in single piece, having smooth gradual slope curvature for easy drainage of water and duly reinforced by 2 nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built hole for grouting on the existing wall along with the 50 mm flanges duly inserted and sealed in the wall complete in one single piece casted monolithically, including all necessary fittings . The FRP Chajja should be manufactured using unsaturated Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat (CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for complete resistance from the extreme of temperature, weather & sunlight (Only plan area of chajjas shall be measured for making payment). | Sqm | 4 | 5,207.45 | 20,829.8 |
| 48 | 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 | 28.44 | 10,993.55 | 3,12,656.56 |
| 49 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 15.96 | 8,247.25 | 1,31,626.11 |
| 50 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 7.98 | 844.7 | 6,740.71 |
| 51 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 137 | 614.2 | 84,145.4 |
| 52 | 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 | 86.4 | 1,096.55 | 94,741.92 |
| 53 | Size of Tile 500x500 mm | Sqm | 52 | 1,524.3 | 79,263.6 |
| 54 | Size of Tile 600 x 1200 mm | Sqm | 94.55 | 1,798.8 | 1,70,076.54 |
| 55 | Size of Tile 600 x 600 mm | Sqm | 24 | 1,464.85 | 35,156.4 |
| 56 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 39 | 3,186.7 | 1,24,281.3 |
| 57 | 110 mm diameter | Metre | 44 | 377.4 | 16,605.6 |
| 58 | 110 mm bend | Each | 12 | 150.35 | 1,804.2 |
| 59 | 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 | 94.55 | 1,902.95 | 1,79,923.92 |
| 60 | 1:6 (1 cement: 6 fine sand) | Sqm | 743.52 | 333.35 | 2,47,852.39 |
| 61 | 1:4 (1 cement: 4 fine sand) | Sqm | 115.2 | 399.45 | 46,016.64 |
| 62 | 1:6 (1 cement: 6 coarse sand) | Sqm | 211.2 | 343.65 | 72,578.88 |
| 63 | 1:3 (1 cement : 3 fine sand) | Sqm | 143.5 | 300.45 | 43,114.58 |
| 64 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 898.56 | 116.9 | 1,05,041.66 |
| 65 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) | Sqm | 204 | 160.6 | 32,762.4 |
| 66 | 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 | 518.88 | 181.25 | 94,047 |
| 67 | 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 | 722.88 | 156.05 | 1,12,805.42 |
| 68 | One or more coats on old work | Sqm | 25.2 | 102.8 | 2,590.56 |
| 69 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 63.41 | 2,434.25 | 1,54,355.79 |
| 70 | In cement mortar | cum | 66.62 | 2,060.2 | 1,37,250.52 |
| 71 | 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 | 110.6 | 263.95 | 29,192.87 |
| 72 | W.C. pan with ISI marked black solid plastic seat and lid | Each | 3 | 6,383.25 | 19,149.75 |
| 73 | White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps | Each | 3 | 2,648.85 | 7,946.55 |
| 74 | 40 mm nominal dia Pipes | Metre | 60 | 702.95 | 42,177 |
| 75 | 20 mm nominal dia Pipes | Metre | 60 | 537.6 | 32,256 |
| 76 | 50 mm nominal dia Pipes | Metre | 100 | 794.25 | 79,425 |
| 77 | Powder coated aluminium (minimum thickness of powder coating 50 micron) | Kg | 50.4 | 530.9 | 26,757.36 |
| 78 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 12.77 | 1,176.8 | 15,027.74 |
| 79 | With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) | Sqm | 29.52 | 1,505.25 | 44,434.98 |
| 80 | Upto 5mm depth and 5 mm width | Metre | 35 | 96.75 | 3,386.25 |
| 81 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. | Sqm | 248 | 688.9 | 1,70,847.2 |
| 82 | With 15 mm thick fully perforated square/butt edge light weight calcium silicate panels/ tiles | Sqm | 1503.49 | 3,117.6 | 46,87,280.42 |
| 83 | Providing and fixing 15 mm thick false ceiling tiles at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991,in true horizontal level on the existing frame work consisting of T-sections and Lsections suitably fixed according to tile size as per direction of Engineer-in- charge. | Sqm | 531.91 | 1,781.2 | 9,47,438.09 |
| 84 | Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. | Kg | 300 | 124 | 37,200 |
| 85 | Frame size 45 x 70 mm | Metre | 25 | 705.85 | 17,646.25 |
| 86 | Frame size 65 x 100 mm | Metre | 5 | 1,111.3 | 5,556.5 |
| 87 | 30 mm thick | Sqm | 11 | 4,346.7 | 47,813.7 |
| 88 | 35 mm thick | Sqm | 2.28 | 5,015.35 | 11,435 |
| Schedule total | ₹1,44,23,975.38 | ||||
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