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Tender Value
₹8.8 Cr
EMD Value
₹17.6 L
Closing Date
26 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 IRSGCC2022and as per Railway Board Advance correction slip No.1 dated 14-07- 2022The 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 tenderer 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 slipNo,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 VI B ofIRSGCC-2022 (As per Advanced Correction slip No,1dated.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 500crore and above in last 3financial 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
BVRT - Proposal for Balance works under ABSS(Development of Facade and Circulating Area on PF2, Improvements to Approach Road surface on PF2 side, Brightening of Station buildings on PF1&2, COP's, PF walls, Boundary wall and old FOB, Improvements to PF2 surface, Relocation of Two wheeler Parking Shed with connecting Road from Circulating Area, Connecting Drain from Station Building on PF2 to STP, Construction of Waiting Hall on PF2 at BVRT station, Construction of New OFFICE ROOMS on PF2 of BVRT in SSE/Works/BVRM section under ADEN/BVRM Sub-Division
E-13-EAST-BZA-2026
E-13-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹17.6 L
26 May 2026
1 May 2026
12 May 2026
96 items across 3 schedules · ₹10,23,39,649.2 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3185.6 | 177.5 | 5,65,444 |
| 2 | All kinds of soil. | cum | 400 | 260.3 | 1,04,120 |
| 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 2548.48 | — | 196 | 4,99,502.08 |
| 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 | 6125 | 700.5 | 42,90,562.5 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 338.9 | 2,123.75 | 7,19,738.88 |
| 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 | 425.96 | 7,178.75 | 30,57,860.35 |
| 7 | 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 | 561.4 | 495.75 | 2,78,314.05 |
| 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 | 179.65 | 18.15 | 3,260.65 |
| 9 | 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 | 30 | 9,045.75 | 2,71,372.5 |
| 10 | 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 | 455 | 8,583.4 | 39,05,447 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 1447 | 392.15 | 5,67,441.05 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 4854 | 842.5 | 40,89,495 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 1335 | 927.25 | 12,37,878.75 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 1530 | 736.4 | 11,26,692 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 683 | 961.3 | 6,56,567.9 |
| 16 | Under 20 cm wide | Metre | 288 | 208.55 | 60,062.4 |
| 17 | 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 | 193 | 10,585.9 | 20,43,078.7 |
| 18 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 698.73 | 9,655.7 | 67,46,727.26 |
| 19 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 428.97 | 10,011.35 | 42,94,568.81 |
| 20 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 51.52 | 9,344.35 | 4,81,420.91 |
| 21 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 212.32 | 9,105.95 | 19,33,375.3 |
| 22 | Area of slab over 0.50 sqm | Sqm | 350 | 5,136.3 | 17,97,705 |
| 23 | Granite work | Metre | 150 | 510.95 | 76,642.5 |
| 24 | 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 metallic colour of approved shades made out of 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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 items. 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 Aluminium Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places. | Sqm | 700 | 5,015.05 | 35,10,535 |
| 25 | Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS : 3087 marked | Sqm | 14 | 1,693 | 23,702 |
| 26 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 56 | 3,167.95 | 1,77,405.2 |
| 27 | With decorative veneering on one side and commercial veneering on other side | Sqm | 54 | 1,927.5 | 1,04,085 |
| 28 | 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 | 54 | 10,993.55 | 5,93,651.7 |
| 29 | Using R1 series with frame (33mm & above ) x (35mm & above). (Height upto 0.90 meter) | Sqm | 21.6 | 8,247.25 | 1,78,140.6 |
| 30 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 718 | 1,328.35 | 9,53,755.3 |
| 31 | 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 | 259.2 | 1,096.55 | 2,84,225.76 |
| 32 | Size of Tile 600x600 mm | Sqm | 905 | 1,553.45 | 14,05,872.25 |
| 33 | Size of Tile 600 x 600 mm | Sqm | 92 | 1,464.85 | 1,34,766.2 |
| 34 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 1350 | 3,186.7 | 43,02,045 |
| 35 | 75 mm diameter | Metre | 360 | 248.8 | 89,568 |
| 36 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 37 | 75 mm | Each | 30 | 91.7 | 2,751 |
| 38 | 110 mm | Each | 30 | 136.15 | 4,084.5 |
| 39 | 75x75x75 mm | Each | 30 | 164.2 | 4,926 |
| 40 | 110x110x110 mm | Each | 30 | 234.15 | 7,024.5 |
| 41 | 75 mm bend | Each | 30 | 105.9 | 3,177 |
| 42 | 110 mm bend | Each | 30 | 150.35 | 4,510.5 |
| 43 | 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) | Sqm | 783 | 1,355.8 | 10,61,591.4 |
| 44 | 1:4 (1 cement: 4 fine sand) | Sqm | 4874.8 | 347.05 | 16,91,799.34 |
| 45 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | Sqm | 4674.8 | 262.7 | 12,28,069.96 |
| 46 | 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 17819.84 | — | 181.25 | 32,29,846 |
| 47 | Two or more coats on new work | Sqm | 1440 | 155.9 | 2,24,496 |
| 48 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 4274.8 | 73.95 | 3,16,121.46 |
| 49 | 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 | 14400 | 25.15 | 3,62,160 |
| 50 | With cement mortar 1:4 (1 cement : 4 fine sand) | Sqm | 400 | 547.4 | 2,18,960 |
| 51 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 206 | 2,434.25 | 5,01,455.5 |
| 52 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | cum | 272 | 3,551.25 | 9,65,940 |
| 53 | In cement mortar | cum | 80 | 2,060.2 | 1,64,816 |
| 54 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. | Kg | 500 | 5.65 | 2,825 |
| 55 | G.S. Sheet | Sqm | 120 | 164.95 | 19,794 |
| 56 | 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 | 402 | 263.95 | 1,06,107.9 |
| 57 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | cum | 1006 | 7,993.8 | 80,41,762.8 |
| 58 | With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm. | Sqm | 120 | 4,950.9 | 5,94,108 |
| 59 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 640 | 1,091.5 | 6,98,560 |
| 60 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 15 | 6,515.55 | 97,733.25 |
| 61 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap | Each | 25 | 1,879.2 | 46,980 |
| 62 | 40 mm nominal dia Pipes | Metre | 140 | 702.95 | 98,413 |
| 63 | 20 mm nominal dia Pipes | Metre | 168 | 537.6 | 90,316.8 |
| 64 | 25 mm nominal dia Pipes | Metre | 168 | 627.25 | 1,05,378 |
| 65 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 66 | 32 mm nominal dia Pipes | Metre | 150 | 438.6 | 65,790 |
| 67 | 100 mm nominal dia Pipes | Metre | 200 | 3,271.7 | 6,54,340 |
| 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. | Per Litre | 15000 | 11 | 1,65,000 |
| 69 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 132 | 539.85 | 71,260.2 |
| 70 | Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron) | Kg | 132 | 643.45 | 84,935.4 |
| 71 | With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) | Sqm | 195.28 | 1,176.8 | 2,29,805.5 |
| 72 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 60 | 1,685.4 | 1,01,124 |
| 73 | Upto 5mm depth and 5 mm width | Metre | 500 | 96.75 | 48,375 |
| 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 paid separately) | Sqm | 144 | 5,325.9 | 7,66,929.6 |
| 75 | Frame size 45 x 70 mm | Metre | 72 | 705.85 | 50,821.2 |
| 76 | Frame size 65 x 100 mm | Metre | 140 | 1,111.3 | 1,55,582 |
| 77 | 30 mm thick | Sqm | 45.36 | 4,346.7 | 1,97,166.31 |
| Schedule total | ₹7,31,53,338.72 | ||||
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