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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹9.6 Cr
EMD Value
₹19.2 L
Closing Date
3 Nov 2026, 3:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
EAST TENDE
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 annualcontractual turnover of V/Nor "V" which ever is less: where V= Advertisedvalue of the tender in crores of Rupees N= Number of years prescribed forcompletion of work for which bids have been invited. The average annualcontractual turnover shall be calculated as an average of "totalcontractual payments" in the previous three financial years, as perthe audited balance sheet. However, in case balance sheet of theprevious year is yet to be prepared/audited, the audited balance sheet ofthe fourth previous year shall be considered for calculating averageannual contractual turnover. The tenderers shall submit requisiteinformation asper Annexure-F (Annexure-VIB of GCC),along with copies ofAudited Balance Sheets duly certified by the Chartered Accountant/Certificate from Chartered Accountant duly supported by Audited BalanceSheet
As per Clause 10.2 of IRSGCC-2022, read with Advanced Correction Slip No. 1 dated 14.07.2022, the financial eligibility criteria specified in Para 10.2 on page 15 of this Tender Document shall apply.The tenderer shall submit a self-attested or digitally signed copy of the certificate indicating the minimum average annual contractual turnover, in the prescribed format as per Annexure VIB of IRSGCC-2022, provided in Annexure-F on page 32 of Master Document-1 attached to the tender.
"C-II: Any Civil Engineering Works (excluding Track Works/Zonal Works)", as per Headquarters Letter No. W.148/P/SNW/2025 dated 02.12.2025, issued with the approval of PCE/SCR.
Technical Eligibility Criteria: as per Clause 10.1 of Part-I of IRSGCC2022(a) The tenderer must havesuccessfullycompleted or substantiallycompleted any one of the following categories of work(s) duringlast07(seven) years,ending last day of month previous to the one inwhich tender is invited: (i) Three similar workseach costing notless thanthe amount equal to 30% of advertised value of the tender, or (ii) Twosimilar workseach costing notless than the amount equal to 40% ofadvertised value of the tender, or (iii) One similar work costing not lessthanthe amount equal to 60% of advertised value of the tender
(b) (1) In case of tenders for composite works (e.g. works involvingmorethan one distinct component, suchasCivilEngineering works,S&Tworks, Electrical works, OHE works etc. and in the case ofmajorbridgessubstructure,superstructure etc.), tenderer must havesuccessfullycompleted or substantially completedany oneof thefollowingcategoriesof work(s) during last 07 (seven) years, ending lastday of monthprevious to theone in which tender isinvited: (i) Threesimilar workseach costing not less than the amount equal to 30%ofadvertisedvalueof eachcomponent of tender, or (ii) Two similar workseach costing notless than the amount equalto 40% ofadvertisedvalue ofeachcomponent of tender, or (iii) One similar work each costing not lessthantheamount equalto 60% ofadvertised value of each componentoftender. Note for b(1): Separate completed works ofminimumrequiredvaluesshall also be considered for fulfilment oftechnical eligibilitycriteria for differentcomponents. (b)(2)In such cases,what constitutes acomponent in a composite work shall be clearly predefined withestimatedtender cost of it, aspart of the tender documentswithout anyambiguity. (b) (3) To evaluate thetechnicaleligibility oftenderer,onlycomponents of work as stipulated in tender documents forevaluationoftechnicaleligibility, shall be considered.The scope of workcovered inother remaining components shall beeither executedbytendererhimself if he has work experience as 1.1.1 mentioned in clause 7 oftheStandard GeneralConditions ofContractorthroughsubcontractorfulfilling the requirements as per clause 7 of theStandard GeneralConditions ofContract or jointly i.e.,partly himself andremainingthrough subcontractor, with priorapproval of Chief Engineerinwriting.However, ifrequired in tender documents by way of SpecialConditions,aformal agreement dulynotarised, legally enforceablein thecourt of law,shall be executed by the main contractor with thesubcontractorfor thecomponent(s) of workproposed to be executed bythe subcontractor(s),and shall besubmitted along withthe offer forconsideringsubletting ofthat scope of work towards fulfilment oftechnicaleligibility.Suchsubcontractor must fulfill technicaleligibilitycriteria as follows: Thesubcontractor shall havesuccessfullycompleted atleast one worksimilar to workproposed for subcontract, costing not lessthan 35%valueof work tobe subletted, in last 5 years, ending last day ofmonthprevious to the one in which tender is invitedthrough a workscontract.Note: for subletting of work costing upto Rs 50 lakh, no previousworkexperience ofsubcontractorshall be asked for by the Railway. Incaseafter award ofcontract or during execution of workitbecomesnecessaryfor contractor to change subcontractor, the sameshall bedone withsubcontractor(s) fulfillingtherequirements as per clause7 of the Standard General Conditions of Contract, with prior approvalo fChief Engineering writing
Note for Item 10.1 of IRSGCC-2022: Work experience certificate fromprivate individual shall not beconsidered.However, in addition to workexperience certificates issued by any Govt. Organization,workexperiencecertificate issued by Public listed company havingaverage annual turnover of Rs 500 crore and abovein last 3financialyears excluding the current financial year, listed on National StockExchange or BombayStockExchange, incorporated/registered at least 5years prior to the date of closing of tender, shall 1.1.2 alsobeconsideredprovided the work experience certificate has been issuedby a person authorized by the Public listedcompany toissue suchcertificates. In case tenderer submits work experience certificate issuedby public listedcompany, thetenderer shall also submit along with workexperience certificate, the relevant copy of work order,bill ofquantities,bill wise details of payment received duly certified byChartered Accountant, TDS certificates forall paymentsreceived and copyoffinal/last bill paid by company in support of above work experiencecertificate
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 fifteenpercent ) on CPWD DSR rates.Tenderershould note this beforequoting the rates
The original Bank Guarantee (in lieu of Bid Security) should bedelivered in person to theofficialnominated(i.e.OS/Tenders/Engg)/BZA Division) as indicated inthe tender document before closingdate 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 / GeneralInstructions are only indicative and not exhaustive. The tenderershall read the GCC/ Tender documents for complete details.
The tenderer shall thoroughly go through the entire tenderdocument and strictly adhere to the instruction and directionsgiven therein
SW-I: TNKU - Soft upgradation of TNKU station : Proposal for COP, PF surface and PF wall at TNKU station in SSE/Works/BVRM section. SW-II: Improvements to parking sheds at RMV, KKLR, BVRM & TNKU stations.
E-30-EAST-BZA-2026~SCOR
E-30-EAST-BZA-2026
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹19.2 L
12 Oct 2026
12 Oct 2026
20 Oct 2026
112 items across 4 schedules · ₹11,16,68,783.41 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 3972.22 | 177.5 | 7,05,069.05 |
| 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 | 2288.08 | 196 | 4,48,463.68 |
| 3 | 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 | 1500 | 700.5 | 10,50,750 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 1257.24 | 2,123.75 | 26,70,063.45 |
| 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 | 3600 | 17.6 | 63,360 |
| 6 | 1:1 1/2:3 (1 Cement: 1 1/2 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 157.5 | 8,340.85 | 13,13,683.88 |
| 7 | 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 | 1100.58 | 7,178.75 | 79,00,788.68 |
| 8 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in-Charge. | Per bag of cement of 50kg | 104.05 | 70.35 | 7,319.92 |
| 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 | 254.03 | 9,045.75 | 22,97,891.87 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 2123.8 | 392.15 | 8,32,848.17 |
| 11 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 3096 | 842.5 | 26,08,380 |
| 12 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 595.2 | 736.4 | 4,38,305.28 |
| 13 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 556.2 | 961.3 | 5,34,675.06 |
| 14 | Under 20 cm wide | Metre | 556 | 208.55 | 1,15,953.8 |
| 15 | 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 | 157.14 | 10,585.9 | 16,63,468.33 |
| 16 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 911.76 | 9,655.7 | 88,03,681.03 |
| 17 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 324.02 | 10,011.35 | 32,43,877.63 |
| 18 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 243.51 | 733.5 | 1,78,614.59 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 61.92 | 9,105.95 | 5,63,840.42 |
| 20 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 311.69 | 8,752.55 | 27,28,082.31 |
| 21 | 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 | 96 | 1,267.95 | 1,21,723.2 |
| 22 | 100x58x1.90 mm | Each | 6 | 48.2 | 289.2 |
| 23 | 300x16 mm | Each | 4 | 216.55 | 866.2 |
| 24 | 250x10 mm | Each | 4 | 83.9 | 335.6 |
| 25 | 125 mm | Each | 4 | 39.95 | 159.8 |
| 26 | 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 | 7.2 | 10,874.2 | 78,294.24 |
| 27 | Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides | Sqm | 2.16 | 844.7 | 1,824.55 |
| 28 | 4.0 mm thick glass panes | Sqm | 5.76 | 1,064.65 | 6,132.38 |
| 29 | Medium shade pigment using 50% white cement 50% Grey cement | Sqm | 1545 | 1,328.35 | 20,52,300.75 |
| 30 | 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 | 72 | 1,096.55 | 78,951.6 |
| 31 | Size of Tile 600x600 mm | Sqm | 300 | 1,553.45 | 4,66,035 |
| 32 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 375 | 1,863.9 | 6,98,962.5 |
| 33 | 110 mm diameter | Metre | 2358 | 377.4 | 8,89,909.2 |
| 34 | 110x110x110 mm | Each | 22 | 234.15 | 5,151.3 |
| 35 | 110 mm bend | Each | 22 | 150.35 | 3,307.7 |
| 36 | 110 mm | Each | 30 | 371.3 | 11,139 |
| 37 | 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 | 5438 | 738.65 | 40,16,778.7 |
| 38 | Ridges plain (500 - 600mm) | Metre | 150 | 532.35 | 79,852.5 |
| 39 | Flashings/ Aprons.( Upto 600 mm) | Metre | 600 | 485.6 | 2,91,360 |
| 40 | 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 | 25 | 1,902.95 | 47,573.75 |
| 41 | 1:6 (1 cement: 6 fine sand) | Sqm | 412.8 | 333.35 | 1,37,606.88 |
| 42 | 1:4 (1 cement: 4 fine sand) | Sqm | 2875.92 | 399.45 | 11,48,786.24 |
| 43 | New work (Two or more coats applied @ 3.84 kg/10 sqm) | Sqm | 316.8 | 116.9 | 37,033.92 |
| 44 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture | Sqm | 1200 | 170.7 | 2,04,840 |
| 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 | 2875.92 | 181.25 | 5,21,260.5 |
| 46 | Two or more coats on new work | Sqm | 3000 | 146.8 | 4,40,400 |
| 47 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 2875.92 | 73.95 | 2,12,674.28 |
| 48 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 581.63 | 2,434.25 | 14,15,832.83 |
| 49 | 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 | 473.85 | 3,551.25 | 16,82,759.81 |
| 50 | In cement mortar | cum | 502.92 | 2,060.2 | 10,36,115.78 |
| 51 | 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 | 54000 | 5.65 | 3,05,100 |
| 52 | G.S. Sheet | Sqm | 3000 | 164.95 | 4,94,850 |
| 53 | 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 | 1758.39 | 263.95 | 4,64,127.04 |
| 54 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion j o i n t s in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 2160 | 8.65 | 18,684 |
| 55 | 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 | 776.5 | 9,823.8 | 76,28,180.7 |
| 56 | 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 | 180 | 2,017.6 | 3,63,168 |
| 57 | 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. | Sqm | 225 | 1,045.65 | 2,35,271.25 |
| 58 | 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. | Sqm | 40 | 1,091.5 | 43,660 |
| 59 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 6 | 6,515.55 | 39,093.3 |
| 60 | White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap | Each | 6 | 2,226.35 | 13,358.1 |
| 61 | Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings. | Each | 6 | 1,683.35 | 10,100.1 |
| 62 | 32 mm dia | Each | 10 | 119.55 | 1,195.5 |
| 63 | Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Each | 2 | 1,607.95 | 3,215.9 |
| 64 | Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. | Each | 4 | 7,979.2 | 31,916.8 |
| 65 | 25 mm nominal dia Pipes | Metre | 600 | 401.55 | 2,40,930 |
| 66 | 50 mm nominal dia Pipes | Metre | 600 | 794.25 | 4,76,550 |
| 67 | 15 mm nominal bore | Each | 6 | 798.95 | 4,793.7 |
| 68 | 15mm nominal bore | Each | 10 | 574.3 | 5,743 |
| 69 | 125 mm nominal dia with 25 mm waste hole | Each | 10 | 51.85 | 518.5 |
| 70 | 15 mm nominal bore with 30cm length | Each | 10 | 96.35 | 963.5 |
| 71 | Powder coated minimum thickness 50 micron aluminium tubular handle bar | Each | 10 | 631.55 | 6,315.5 |
| 72 | 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 | 30 | 5,325.9 | 1,59,777 |
| 73 | 300 mm dia | Metre | 60 | 707.75 | 42,465 |
| 74 | 100 mm nominal size dia | Metre | 60 | 686.55 | 41,193 |
| 75 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. | cum | 1 | 1,538.25 | 1,538.25 |
| 76 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. | Hour | 5 | 1,085.05 | 5,425.25 |
| 77 | 100 mm dia | Each | 1 | 224.1 | 224.1 |
| 78 | Frame size 50 x 100 mm | Metre | 13.2 | 947.7 | 12,509.64 |
| 79 | 30 mm thick | Sqm | 5.04 | 4,346.7 | 21,907.37 |
| Schedule total | ₹6,45,30,149.06 | ||||
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1MasterDocument01dtd11-09-2026.pdf
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2MasterDocument-02dtd11-09-2026.pdf
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3Schedule.pdf
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4Generalconditionsrevised.pdf
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6SAFETYTrackConditions_1.pdf
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11buildingconditionsDLC.pdf
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