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Tender Value
Refer Docs
EMD Value
₹17.9 L
Closing Date
16 Jun 2026, 3:00 pmClosed
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Above/Below/Par
14 conditions · 2 needing a document upload
The tenderer must have minimum average annual contractual turnover of V/N or 'V' whichever is less; where Y= 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet
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 fulfillment 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 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 fulfillment 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. The tenderer are required to upload "Work Completion certificates" in support of Technical Criteria to prove their suitability as per Annexure B of tender document as detailed in Para 10.00 of TENDER DOCUMENT. Note for Item 10.1: Work experience certificate from private individual shall not be considered. However, in addition to work experience cert
Defination of Similar Work :- Any civil engineering work involving steel Girder Bridge or Foot Over Bridge.
97 conditions · 2 needing a document upload
Beam bottom's line, level & width should be checked.
Beam side's line , level & plumb should be checked.
Beam to beam measurements shall be checked as per architectural drawing.
Individual level & diagonal of each slab bay shall be checked.
Slab thickness level shall be marked with nails on the peripheral beam's outer side.
Slab thickness & beam depths should be checked
Support props for slab & beam bottoms should be in line & plumb, Bamboo bracing should be done at around 4' ht from floor level. Support props for double staging terraces shall be carefully checked.
Line of external/peripheral beam's side shall be checked & should be cross supported to avoid building out of sides.
Junctions of column & beam shall be checked & should be cross supported to avoid building out of sides.
De-shuttering oil shall be applied to beam/slab shuttering
Formwork of staircase shall be checked for dimensions of tread and riser, level of treads, plumb of risers.
Reinforcement shall be checked for beams and slab as per RCC drawing.
Proper cover for bottom/sides shall be checked for beams.
Proper cover shall be checked for slab.
Electrical points, electrical piping (conduits)/fan hooks shall be checked as per drawing.
Reduction of column as per drawing shall be done if any.
Proper no. of chairs shall be provided for slab.
Parapet (pardi) bars shall be left for balconies/staircase etc.
Ring (stirrups) shall be provided at the free end of each column reinforcement
Gaps between plates/planks should be filled. Taping should be done at ply joints in care of ply shuttering
Approval of architect and RCC consultant shall be taken prior to pouring.
Check the availability of required labour strength, mixer, lift, vibrators, masons, weigh batcher, diesel/petrol and plastics sheets etc. before start of concreting.
Hidden beams/inverted beams/cantilever beams should be checked.
Check for the sunk if any as per the approved drawings.
Packing below supports props should be avoided. If not, single wooden plank should be inserted as packing
In case of large slabs, position of concrete joints shall be decided in advance as per approval by RCC consultant.
Availability of raw material for concrete/RMC per grade of concrete, water. Electricity shall be checked in advance before the start of concreting.
Concreting shall be done for the beams first & then slabs.
Compaction of concrete shall be done by vibrators & tamping rods. (Spare vibrators with fuel shall be ensured.)
The top level of slabs shall be finished by the mason and no one should be allowed to walk on the fresh finished concrete.
Carpenter shall be present below the slab shuttering during concreting to ensure the tightness of the form work.
In case of rains, the finished concrete shall be covered with the big plastic sheets.
Cast 6 cube moulds for testing.
Curing the slab shall be done with pounding method by making ponds in cement & sand mortar(1.10) of size around 5'X5' curing of beams and slabs shall be done for 7 to 10 days or as directed by the consultant.
Date of casting and slab no shall be painted on the front side beam.
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.
Labour Cooperative Societies shall submit only 50% of bid security for which the tenderers are required to upload Registration certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that -" We are a Labour Cooperative Society and our Registration No. is .................... with .......................and hence required to deposit only 50% of Bid Security
Any firm recognized by Department of Industrial Policy and Promotion (DIPP) as 'Startups' shall be exempted from payment of Bid Security on submission of Registration Certificate issued by appropriate authority. For such firms it is required to upload a copy of Registration Certificate issued by appropriate authority without which their offer will not be considered. Such firms should also declare that - I/We am/are a Startup firm registered by ........................ Department of Industrial Policy and Promotion (DIPP) and my registration number is ................ valid upto ...................... (Copy enclosed) and hence exempted from submission of Bid Security.
THE OFFERS WITHOUT EARNEST MONEY EXCEPT IN CASE OF EXEMPTION CLAIMED AS PER COMMERCIAL COMPLIANCE OF NIT WILL BE SUMMARILY REJECTED.
Construction of 06 meter wide central FOB along with ramps at LC no. 124 at km 947/25-27 between ARE-KPZ stations of Kota Division in West central Railway.
GSU-KOTA-03-2026
GSU-KOTA-03-2026
Open
Works - General
10 Months
Kota, Rajasthan
₹0
₹17.9 L
16 Jun 2026
20 May 2026
2 Jun 2026
58 items across 2 schedules · ₹8,52,99,426.51 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 2700 | 177.5 | 4,79,250 |
| 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 | 600 | 196 | 1,17,600 |
| 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 | 600 | 700.5 | 4,20,300 |
| 4 | All kinds of soil | cum | 1500 | 126.8 | 1,90,200 |
| 5 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | cum | 50 | 2,123.75 | 1,06,187.5 |
| 6 | Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | cum | 300 | 93.05 | 27,915 |
| 7 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. | cum | 180 | 308.2 | 55,476 |
| 8 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | cum | 140 | 7,294.7 | 10,21,258 |
| 9 | Foundations, footings, bases for columns | Sqm | 250 | 392.15 | 98,037.5 |
| 10 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 750 | 392.15 | 2,94,112.5 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 1100 | 961.3 | 10,57,430 |
| 12 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 82000 | 107.85 | 88,43,700 |
| 13 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 22000 | 107.85 | 23,72,700 |
| 14 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 850 | 9,504.75 | 80,79,037.5 |
| 15 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 150 | 9,860.4 | 14,79,060 |
| 16 | Concrete of M40 grade with minimum cement content of 390 kg /cum | cum | 270 | 10,313.3 | 27,84,591 |
| 17 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 100 | 733.5 | 73,350 |
| 18 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 240 | 9,095.05 | 21,82,812 |
| 19 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 310 | 7,311.25 | 22,66,487.5 |
| 20 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 12000 | 117.35 | 14,08,200 |
| 21 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | Kg | 99000 | 133.7 | 1,32,36,300 |
| 22 | Hot finished welded type tubes | Kg | 34000 | 194.4 | 66,09,600 |
| 23 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 4000 | 97.2 | 3,88,800 |
| 24 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | Kg | 7000 | 172.6 | 12,08,200 |
| 25 | 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 | 550 | 772.4 | 4,24,820 |
| 26 | Dark shade pigment using ordinary cement | Sqm | 1700 | 1,119.5 | 19,03,150 |
| 27 | 110 mm diameter | Metre | 100 | 377.4 | 37,740 |
| 28 | 110 mm | Each | 20 | 136.15 | 2,723 |
| 29 | 110 mm bend | Each | 20 | 150.35 | 3,007 |
| 30 | 110 mm Shoe | Each | 5 | 131.85 | 659.25 |
| 31 | 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 | 2500 | 738.65 | 18,46,625 |
| 32 | 1:6 (1 cement: 6 fine sand) | Sqm | 1120 | 383 | 4,28,960 |
| 33 | 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 | 1000 | 160.6 | 1,60,600 |
| 34 | Two or more coats on new work | Sqm | 2000 | 155.9 | 3,11,800 |
| 35 | Two or more coats on new work | Sqm | 3300 | 146.8 | 4,84,440 |
| 36 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 200 | 2,434.25 | 4,86,850 |
| 37 | In cement mortar | cum | 30 | 2,060.2 | 61,806 |
| 38 | In cement mortar | cum | 50 | 2,458.95 | 1,22,947.5 |
| 39 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. | Kg | 2500 | 3.85 | 9,625 |
| 40 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | Sqm | 3000 | 218.9 | 6,56,700 |
| 41 | 63 mm to 45 mm size stone aggregate | cum | 600 | 1,636.05 | 9,81,630 |
| 42 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | cum | 600 | 1,046.95 | 6,28,170 |
| 43 | On W.B.M / W.M.M. @ 0.4kg/sqm | Sqm | 3000 | 13.45 | 40,350 |
| 44 | On bituminous surface @ 0.25kg/sqm | Sqm | 3000 | 9.2 | 27,600 |
| 45 | With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt | Sqm | 3000 | 531.6 | 15,94,800 |
| 46 | Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. | Sqm | 3000 | 88.55 | 2,65,650 |
| 47 | 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 | 400 | 2,017.6 | 8,07,040 |
| 48 | 25 mm dia nominal bore | Metre | 120 | 467.75 | 56,130 |
| 49 | 40 mm dia nominal bore | Metre | 350 | 617.05 | 2,15,967.5 |
| 50 | Horizontal | Each | 5 | 952.6 | 4,763 |
| 51 | 25 mm nominal bore | Each | 5 | 439.25 | 2,196.25 |
| 52 | 40 mm nominal bore | Each | 14 | 631.3 | 8,838.2 |
| Schedule total | ₹6,63,76,192.2 | ||||
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GCC-2022-ACS10.pdf
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TENDERDOCUMENTFINAL.pdf
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PCEcircular24WCR07.02.2020_1.pdf
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PCECIRCULAR2016-17.pdf
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listofapprovedbrand.pdf
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2026_03_13IndianRailwaysStandardGeneralConditionsofContractApril2022AdvanceCorrectionSlipNo_111.pdf
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MilestoneforFOBWork.pdf
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SystemMap27.03.2025.pdf
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SpecialConditions.pdf
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