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Tender Value
Refer Docs
EMD Value
₹5.7 L
Closing Date
24 Dec 2025, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
17 conditions · 4 needing a document upload
Financial Eligibility Criteria: as per Clause 10.2 of Part-I of IRSGCC- 2022and 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 :B-2 Item No.5(b) : Any work consisting of steel fabrication and erection of FOB or Steel/Composite Girder Bridges or ROB with steel composite girder or Industrial Shed or PF Shelter (steel) or Microwave/HT Tower or replacement of steel members/repairs on steel girder Bridges or steel sleepers over girder Bridges As per PCE Lr No. W.148/P/SNW/2018 Dt.06.09.2023
Technical Eligibility Criteria: as per Clause 10.1 of Part-I ofIRSGCC-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 to30% 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 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 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.
16 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.
Tender value is including escalation of (-)15% (minus fifteen percent ) on CPWDDSR rates. Tenderer should note this before quoting the rates
The original Bank Guarantee (in lieu of Bid Security) should be delivered in person on any working day 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.
SWI: BZA Division: BZA-VSKP Section :1. Construction of Balance COP shelters at EE station 2. Widening of PF1 120 m with retaining wall towards RJY end at EE station in SSE/Works/ EE section in ADEN/EE sub- division under the Jurisdiction of DEN/Central/BZA. SW II : BZA Division: BZA-GDR Section :1. Construction of COP shelters at TEL station of PF1-90x8m, PF 4&5-100x14m 2. Widening of PF1 & Construction of COP shelters (50x15m) at TEL station in SSE/Works/ TEL section in ADEN/BPP sub- division under the Jurisdiction of DEN/Central/BZA
E-36-Central-BZA-2025~SCR
E-36-Central-BZA-2025
Open
Works - General
12 Months
Krishna, Andhra Pradesh
₹0
₹5.7 L
24 Dec 2025
6 Dec 2025
10 Dec 2025
84 items across 3 schedules · ₹9,85,65,997.94 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | Cost of carriage including loading, unloading & stacking for first 50 metres | cum | 1147.5 | 283.98 | 3,25,867.05 |
| 2 | Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead | cum-lead | 4590 | 61.83 | 2,83,799.7 |
| 3 | All kinds of soil | cum 5121.75 | — | 177.5 | 9,09,110.63 |
| 4 | All kinds of soil. | cum | 236.25 | 260.3 | 61,495.88 |
| 5 | 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 | 3923.1 | 196 | 7,68,927.6 |
| 6 | 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 | 864 | 700.5 | 6,05,232 |
| 7 | All kinds of soil | cum 1233.38 | — | 126.8 | 1,56,392.58 |
| 8 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 770.03 | 2,123.75 | 16,35,351.21 |
| 9 | All kinds of soil | Sqm | 720 | 34.15 | 24,588 |
| 10 | 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 | 720 | 17.6 | 12,672 |
| 11 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 2174.1 | 93.05 | 2,02,300.01 |
| 12 | 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 | 597.16 | 7,178.75 | 42,86,862.35 |
| 13 | Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete. | cum/m depth | 54 | 1,098.8 | 59,335.2 |
| 14 | 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 | 771.84 | 70.35 | 54,298.94 |
| 15 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm 1594.56 | — | 392.15 | 6,25,306.7 |
| 16 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 960 | 842.5 | 8,08,800 |
| 17 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 264 | 736.4 | 1,94,409.6 |
| 18 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 448.8 | 961.3 | 4,31,431.44 |
| 19 | 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 | 36 | 10,585.9 | 3,81,092.4 |
| 20 | Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of pumping or bailing out water and removing slush etc., complete. | cum | 360 | 1,098.8 | 3,95,568 |
| 21 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 882.95 | 9,504.75 | 83,92,219.01 |
| 22 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 420.54 | 9,655.7 | 40,60,608.08 |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 8.1 | 9,860.4 | 79,869.24 |
| 24 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 45.23 | 10,011.35 | 4,52,813.36 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 93.15 | 733.5 | 68,325.53 |
| 26 | Cement mortar 1:6 (1 cement : 6 Coarse sand) | cum | 92.17 | 8,752.55 | 8,06,722.53 |
| 27 | Cement Mortar 1:4 ( 1 cement : 4 coarse sand) | cum | 45 | 7,197.75 | 3,23,898.75 |
| 28 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | Kg | 1170 | 772.4 | 9,03,708 |
| 29 | Dark shade pigment using ordinary cement | Sqm | 372 | 1,119.5 | 4,16,454 |
| 30 | 25 mm thick | Sqm | 462.88 | 1,948.25 | 9,01,805.96 |
| 31 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 198.38 | 4,481.3 | 8,89,000.29 |
| 32 | 1.60 mm thick with zinc coating not less than 350 gm/m2 | Metre | 654 | 1,863.9 | 12,18,990.6 |
| 33 | 110 mm diameter | Metre | 330 | 377.4 | 1,24,542 |
| 34 | 110 mm bend | Each | 91 | 150.35 | 13,681.85 |
| 35 | 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 | 6397.2 | 738.65 | 47,25,291.78 |
| 36 | Crimp curve | Sqm | 620 | 496.75 | 3,07,985 |
| 37 | 1:4 (1 cement: 4 fine sand) | Sqm 1201.76 | — | 399.45 | 4,80,043.03 |
| 38 | Raised Band | cm per metre | 2520 | 11.4 | 28,728 |
| 39 | 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 | 4150 | 170.7 | 7,08,405 |
| 40 | 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 | 720 | 181.25 | 1,30,500 |
| 41 | With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works | Sqm | 4150 | 67.4 | 2,79,710 |
| 42 | Two or more coats on new work | Sqm | 4100 | 146.8 | 6,01,880 |
| 43 | 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 | 720 | 156.05 | 1,12,356 |
| 44 | Two coats | Sqm | 481.76 | 137.45 | 66,217.91 |
| 45 | With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre | Sqm | 481.76 | 73.95 | 35,626.15 |
| 46 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 505.81 | 2,434.25 | 12,31,267.99 |
| 47 | 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 | 288.17 | 3,551.25 | 10,23,363.71 |
| 48 | In cement mortar | cum | 195 | 2,060.2 | 4,01,739 |
| 49 | Of area 3 sq. metres and below | Each | 125 | 367.2 | 45,900 |
| 50 | Of sectional area below 40 square centimetres | Metre | 190 | 17.85 | 3,391.5 |
| 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 | 50000 | 5.65 | 2,82,500 |
| 52 | Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional span of one metre or part thereof beyond 10 metres | kg per metre span | 320000 | 0.85 | 2,72,000 |
| 53 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 661.26 | 266.45 | 1,76,192.73 |
| 54 | G.S. Sheet | Sqm | 1680 | 164.95 | 2,77,116 |
| 55 | 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 1016.88 | — | 263.95 | 2,68,405.48 |
| 56 | Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. | per cm depth per cm width per metre length | 1400 | 8.65 | 12,110 |
| 57 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in- charge. | Sqm | 100 | 972 | 97,200 |
| 58 | 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 | 259.2 | 9,823.8 | 25,46,328.96 |
| 59 | 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 | 360 | 2,017.6 | 7,26,336 |
| 60 | 25 mm nominal dia Pipes | Metre | 100 | 355.4 | 35,540 |
| 61 | 32 mm nominal dia Pipes | Metre | 200 | 438.6 | 87,720 |
| 62 | 40 mm nominal dia Pipes | Metre | 100 | 563.05 | 56,305 |
| 63 | 40 mm nominal bore | Each | 20 | 826.1 | 16,522 |
| 64 | 25 mm nominal bore | Each | 20 | 464.05 | 9,281 |
| 65 | 15 mm nominal bore | Each | 80 | 798.95 | 63,916 |
| 66 | 15 mm nominal bore, 98 mm long, weighing not less than 75 gms | Each | 60 | 112.8 | 6,768 |
| 67 | Square shape 450 mm internal dimensions | Each | 41 | 1,155.45 | 47,373.45 |
| Schedule total | ₹4,60,39,500.18 | ||||
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2-GENRALCONDITIONS.pdf
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3-EARTHWORKCONDITIONS.pdf
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7-SpecialConditionsforDrawings.pdf
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8-TRDSpecialConditions.pdf
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9-SimilarNatureofwork06.09.2023.pdf
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10-SPECIFICATIONSFORROOFINGWITHCOLOURCOATEDGALVALUMESHEETS.pdf
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11-SPECIFICATIONSOFCONTROLLEDCONCRETE.pdf
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12-DESIGNMIXHQrsLETTERONSPECIALCONDITIONSFORDESIGNMIX2123-03-2022.pdf
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