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Tender Value
₹83.8 L
EMD Value
₹1.7 L
Closing Date
25 Jun 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 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 60% 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.
The original Bank Guarantee (in lieu of Bid Security) should be 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
Proposed Interlocking of mid-section manned LC gates No. 69 at Km60/26-28, 76 at Km 66/24-26 in BZA-BVRM section and LC 37 at Km.30/36-38 GDV-MTM section of Vijayawada division (ID.No.11.06.29.25.3.55.003) Civil work: Construction of Gate lodge at LC gates No. 69 at Km60/26-28, 76 at Km 66/24-26 in BZA-BVRM section and LC 37 at Km.30/36-38 GDV-MTM section of Vijayawada division.
E-18-EAST-BZA-2026
E-18-EAST-BZA-2026
Open
Works - General
9 Months
Krishna, Andhra Pradesh
₹0
₹1.7 L
25 Jun 2026
2 Jun 2026
11 Jun 2026
68 items across 3 schedules · ₹98,59,259.96 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 41.85 | 177.5 | 7,428.38 |
| 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 | 15 | 196 | 2,940 |
| 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 | 1080 | 700.5 | 7,56,540 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 48.94 | 2,123.75 | 1,03,936.33 |
| 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 | 600 | 17.6 | 10,560 |
| 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 | 3.04 | 7,878.5 | 23,950.64 |
| 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 | 26.44 | 7,178.75 | 1,89,806.15 |
| 8 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 72 | 392.15 | 28,234.8 |
| 9 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 486.84 | 927.25 | 4,51,422.39 |
| 10 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 210.6 | 736.4 | 1,55,085.84 |
| 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 | 13.13 | 10,585.9 | 1,38,992.87 |
| 12 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 97.88 | 9,655.7 | 9,45,099.92 |
| 13 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 50.44 | 10,011.35 | 5,04,972.49 |
| 14 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 34.56 | 9,105.95 | 3,14,701.63 |
| 15 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 126 | 1,123.8 | 1,41,598.8 |
| 16 | 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 | 88.56 | 1,267.95 | 1,12,289.65 |
| 17 | Second class teak wood | cum | .79 | 1,42,949.7 | 1,12,930.26 |
| 18 | Extruded section profile size 42x50 mm | Metre | 45 | 331.35 | 14,910.75 |
| 19 | 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 | 36 | 573.45 | 20,644.2 |
| 20 | Non decorative finish (matt finish) | Sqm | 5.4 | 3,997.45 | 21,586.23 |
| 21 | Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (74mm & above). (Height upto 2.5 meter). | Sqm | 17.28 | 10,078.95 | 1,74,164.26 |
| 22 | 40 mm thick with 20 mm nominal size stone aggregate | Sqm | 20.25 | 614.2 | 12,437.55 |
| 23 | Acid and alkali resistant tile | Sqm | 106.2 | 1,738.15 | 1,84,591.53 |
| 24 | 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 | 237.96 | 1,096.55 | 2,60,935.04 |
| 25 | 75 mm diameter | Metre | 36 | 248.8 | 8,956.8 |
| 26 | 110 mm diameter | Metre | 180 | 377.4 | 67,932 |
| 27 | 75 mm bend | Each | 180 | 105.9 | 19,062 |
| 28 | 110 mm bend | Each | 45 | 150.35 | 6,765.75 |
| 29 | 1:6 (1 cement: 6 coarse sand) | Sqm | 1848 | 343.65 | 6,35,065.2 |
| 30 | 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 | 930 | 160.6 | 1,49,358 |
| 31 | Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture | Sqm | 30 | 226.25 | 6,787.5 |
| 32 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 16.42 | 2,434.25 | 39,970.39 |
| 33 | In cement mortar | cum | 13.25 | 2,060.2 | 27,297.65 |
| 34 | 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 | 30 | 263.95 | 7,918.5 |
| 35 | Made of G.I. wire of dia 4 mm | Sqm | 60 | 1,017.8 | 61,068 |
| 36 | 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 | 2.7 | 9,823.8 | 26,524.26 |
| 37 | W.C. pan with ISI marked white solid plastic seat and lid | Each | 3 | 6,515.55 | 19,546.65 |
| 38 | 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 | 3 | 3,960.55 | 11,881.65 |
| 39 | 10 litre capacity - coloured | Each | 3 | 1,136.6 | 3,409.8 |
| 40 | 32 mm dia | Each | 3 | 119.55 | 358.65 |
| 41 | 20 mm nominal dia Pipes | Metre | 180 | 335 | 60,300 |
| 42 | 25 mm nominal dia Pipes | Metre | 450 | 401.55 | 1,80,697.5 |
| 43 | 40 mm nominal dia Pipes | Metre | 150 | 702.95 | 1,05,442.5 |
| 44 | 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 | 3000 | 11 | 33,000 |
| 45 | 15mm nominal bore | Each | 12 | 574.3 | 6,891.6 |
| 46 | Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms | Each | 9 | 156.9 | 1,412.1 |
| 47 | Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) | Kg | 900 | 495.05 | 4,45,545 |
| 48 | With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) | Sqm | 90 | 1,685.4 | 1,51,686 |
| 49 | 300 mm dia | Metre | 270 | 707.75 | 1,91,092.5 |
| 50 | 200 mm nominal size dia | Metre | 105 | 1,113.35 | 1,16,901.75 |
| 51 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. | cum | 9 | 2,024.5 | 18,220.5 |
| Schedule total | ₹70,92,851.96 | ||||
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1MasterDocument1.pdf
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2MasterDocument-021.pdf
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Tenderschedule.pdf
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Generalconditionsrevised.pdf
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4buildingconditionsDLC.pdf
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7Inclusionofnewbrandsinapprovedlistofbrands1.pdf
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8Revisedlistofapprovedbrands30-06-2025.pdf
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9SAFETYTrackConditions.pdf
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10Specificationofconcrete.pdf
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5DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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