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Tender Value
₹1.8 Cr
EMD Value
₹3.7 L
Closing Date
22 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
NOR WORKS
18 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" 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 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 Account duly supported by Audit 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 V I B 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.II - Any Civil Engineering Work (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 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 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 fulfillment 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% value of work to be sub-let, 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.
Instructions to Tenderers and Conditions of Tender: Tenders are refer Annexure-I, Tender Form (Second Sheet) Part-I of IRSGCC-2022 is mentioned from page No. 11 - 26 of Master Document -1 attached to the tender.
17 conditions · 6 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.
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
BZA-VSKP section: NDD-Construction of SSE/Works/NDD, SSE/Pway/NDD offices and store sheds at Nidadavolu station in SSE/Works/NDD section under ADEN/RJY sub division in DEN/North/BZA jurisdiction.(Umbrella Work Project ID : 11.06.64.24.3.55.009 of 2024-25)
E-12-North-BZA-2026
E-12-North-BZA-2026
Open
Works - General
9 Months
Krishna, Andhra Pradesh
₹0
₹3.7 L
22 Apr 2026
25 Mar 2026
8 Apr 2026
106 items across 2 schedules · ₹2,14,98,869.35 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 1265 | 177.5 | 2,24,537.5 |
| 2 | Depth exceeding 1.5 m but not exceeding 3 m | Sqm | 3005 | 81.6 | 2,45,208 |
| 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 | 582 | 196 | 1,14,072 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 82 | 2,123.75 | 1,74,147.5 |
| 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 | 640 | 17.6 | 11,264 |
| 6 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Sqm | 626 | 310.05 | 1,94,091.3 |
| 7 | 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 | 71 | 7,878.5 | 5,59,373.5 |
| 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 | 167 | 7,178.75 | 11,98,851.25 |
| 9 | 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 | 622 | 410.85 | 2,55,548.7 |
| 10 | 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 | 81 | 18.15 | 1,470.15 |
| 11 | 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 | 283 | 9,045.75 | 25,59,947.25 |
| 12 | 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 | 67 | 10,852.95 | 7,27,147.65 |
| 13 | cum | 243 | 11,505.5 | 27,95,836.5 | |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 168 | 392.15 | 65,881.2 |
| 15 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 608 | 927.25 | 5,63,768 |
| 16 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 442 | 736.4 | 3,25,488.8 |
| 17 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 548 | 961.3 | 5,26,792.4 |
| 18 | Under 20 cm wide | Metre | 224 | 208.55 | 46,715.2 |
| 19 | Weather shade, Chajjas, corbels etc., including edges | Sqm | 27 | 951.1 | 25,679.7 |
| 20 | 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 | 17 | 10,585.9 | 1,79,960.3 |
| 21 | Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel sections in beams, columns and grillages, excluding cost of hangers. | Sqm | 41 | 485.05 | 19,887.05 |
| 22 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 51 | 7,370.65 | 3,75,903.15 |
| 23 | Cement mortar 1:4 (1 cement : 4 coarse sand) | cum | 120 | 9,344.35 | 11,21,322 |
| 24 | Cement mortar 1:4 (1 cement :4 coarse sand) | Sqm | 151 | 1,123.8 | 1,69,693.8 |
| 25 | Granite work | Metre | 274 | 510.95 | 1,40,000.3 |
| 26 | Second class teak wood | cum | 1 | 1,42,949.7 | 1,42,949.7 |
| 27 | 30 mm thick shutters | Sqm | 25 | 3,747.3 | 93,682.5 |
| 28 | Second class teak wood | Sqm | 9 | 3,323.2 | 29,908.8 |
| 29 | 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws | Sqm | 46 | 2,172.1 | 99,916.6 |
| 30 | On one side only | Sqm | 46 | 478 | 21,988 |
| 31 | Fixed to openings /wooden frames with rawl plugs screws etc. | Kg | 860 | 238.35 | 2,04,981 |
| 32 | With 2nd class teak wood beading 62X19 mm | Sqm | 56 | 1,308.35 | 73,267.6 |
| 33 | With 12 mm mild steel U beading | Sqm | 46 | 939.2 | 43,203.2 |
| 34 | 250x16 mm | Each | 14 | 193.7 | 2,711.8 |
| 35 | 150x10 mm | Each | 22 | 59.45 | 1,307.9 |
| 36 | 125 mm | Each | 30 | 39.95 | 1,198.5 |
| 37 | Twin rubber stopper | Each | 6 | 72.35 | 434.1 |
| 38 | 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 | 95 | 492.7 | 46,806.5 |
| 39 | 30 mm thick plain PVC door shutters | Sqm | 40 | 3,182.95 | 1,27,318 |
| 40 | Second class teak wood | Sqm | 30 | 4,498.6 | 1,34,958 |
| 41 | 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 | 32 | 10,874.2 | 3,47,974.4 |
| 42 | Light shade pigment using white cement | Sqm | 84 | 1,402 | 1,17,768 |
| 43 | Providing and fixing 1st quality ceramic glazed floor 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 | 347 | 1,112.7 | 3,86,106.9 |
| 44 | Size of Tile 600x600 mm | Sqm | 168 | 1,553.45 | 2,60,979.6 |
| 45 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 51 | 4,481.3 | 2,28,546.3 |
| 46 | 75 mm diameter | Metre | 70 | 248.8 | 17,416 |
| 47 | 110 mm diameter | Metre | 223 | 377.4 | 84,160.2 |
| 48 | 110x110x110 mm | Each | 24 | 234.15 | 5,619.6 |
| 49 | 75x75x75 mm | Each | 26 | 144.3 | 3,751.8 |
| 50 | 110x110x110 mm | Each | 26 | 221.35 | 5,755.1 |
| 51 | 75 mm bend | Each | 26 | 105.9 | 2,753.4 |
| 52 | 110 mm bend | Each | 32 | 150.35 | 4,811.2 |
| 53 | 110 mm | Each | 32 | 371.3 | 11,881.6 |
| 54 | 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 | 100 | 738.65 | 73,865 |
| 55 | 1:4 (1 cement: 4 fine sand) | Sqm | 952 | 347.05 | 3,30,391.6 |
| 56 | 1:4 (1 cement: 4 fine sand) | Sqm | 1025 | 399.45 | 4,09,436.25 |
| 57 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | Sqm | 164 | 537.45 | 88,141.8 |
| 58 | In one coat | Sqm | 82 | 713.2 | 58,482.4 |
| 59 | 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement mortar 1:4 (1 cement : 4 fine sand). | cm per metre | 249 | 21.45 | 5,341.05 |
| 60 | New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre | Sqm | 270 | 185.65 | 50,125.5 |
| 61 | 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 | 2204 | 156.05 | 3,43,934.2 |
| 62 | Two coats | Sqm | 2204 | 142.8 | 3,14,731.2 |
| 63 | Orissa pattern W.C Pan of size 580x440 mm | Each | 4 | 4,478.75 | 17,915 |
| 64 | White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P. brass pillar tap | Each | 20 | 1,513.6 | 30,272 |
| 65 | Orissa pattern W.C. pan of size 580x440 mm | Each | 6 | 3,169.05 | 19,014.3 |
| 66 | Orissa pattern W.C. pan 580x440 mm | Each | 12 | 426.8 | 5,121.6 |
| 67 | Providing and fixing white vitreous china pedestal type (European type/ wash down type) water closet pan. | Each | 12 | 2,784.95 | 33,419.4 |
| 68 | Extra for using coloured pedestal type W.C pan (European type) with low level cistern of same colour instead of white vitreous china W.C pan and cistern. | Each | 14 | 170.7 | 2,389.8 |
| 69 | 10 litre capacity - coloured | Each | 12 | 1,136.6 | 13,639.2 |
| 70 | 32 mm dia | Each | 12 | 119.55 | 1,434.6 |
| 71 | Providing and fixing 100 mm sand cast Iron grating for gully trap. | Each | 24 | 53.25 | 1,278 |
| 72 | Rectangular shape 1500x450 mm | Each | 8 | 2,093 | 16,744 |
| 73 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. | Each | 8 | 168.35 | 1,346.8 |
| 74 | Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. | Each | 12 | 231.95 | 2,783.4 |
| 75 | PN - 16 Pipe, 20mm OD (SDR-7.4) | Metre | 80 | 272 | 21,760 |
| 76 | PN - 16 Pipe, 25mm OD (SDR-7.4) | Metre | 65 | 318.35 | 20,692.75 |
| 77 | PN - 16 Pipe, 40mm OD (SDR-7.4) | Metre | 75 | 545.75 | 40,931.25 |
| 78 | PN - 10 Pipe, 50mm OD (SDR-11) | Metre | 75 | 580.1 | 43,507.5 |
| 79 | PPR Union 20mm | Each | 12 | 315.5 | 3,786 |
| 80 | PPR Union 25mm | Each | 10 | 334 | 3,340 |
| 81 | PPR Union 40mm | Each | 16 | 543.1 | 8,689.6 |
| 82 | PPR Union 50mm | Each | 12 | 782.1 | 9,385.2 |
| 83 | PPR Union 63mm | Each | 16 | 913 | 14,608 |
| 84 | 40 mm nominal bore | Each | 16 | 826.1 | 13,217.6 |
| 85 | 50 mm nominal bore | Each | 6 | 1,026.65 | 6,159.9 |
| 86 | 15 mm nominal bore | Each | 20 | 97.75 | 1,955 |
| 87 | 150 mm diameter | Each | 12 | 222.35 | 2,668.2 |
| 88 | 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 | 6000 | 11 | 66,000 |
| 89 | 15 mm nominal bore | Each | 16 | 506.8 | 8,108.8 |
| 90 | 15 mm nominal bore | Each | 16 | 820.7 | 13,131.2 |
| 91 | 15 mm nominal bore | Each | 16 | 798.95 | 12,783.2 |
| 92 | 15 mm nominal bore | Each | 22 | 670.45 | 14,749.9 |
| 93 | 15mm nominal bore | Each | 26 | 574.3 | 14,931.8 |
| 94 | 100 mm nominal dia | Each | 19 | 37.6 | 714.4 |
| 95 | 125 mm nominal dia with 25 mm waste hole | Each | 14 | 51.85 | 725.9 |
| 96 | 100 mm diameter | Metre | 60 | 443.6 | 26,616 |
| 97 | 150 mm diameter | Metre | 40 | 695.8 | 27,832 |
| Schedule total | ₹1,73,20,844.8 | ||||
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1Masterdoc0119-03-2026.pdf
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3Shedule.pdf
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4Generalconditions.pdf
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5SPECIALCONDITIONSFORBUILDINGWORKS..pdf
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8SimilarNatureofWorks02-12-25.pdf
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11SPECIFICATIONSOFCONTROLLEDCONCRETE.pdf
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ACS11IRGCC2022_1.pdf
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6DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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