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Tender Value
₹2.9 Cr
EMD Value
₹5.7 L
Closing Date
17 Apr 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
45 days
Expenditure
Capital (Works)
ENGG.
16 conditions · 5 needing a document upload
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 along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet.
Similar nature of work for Engineering work is defined as "Any civil engineering work involving construction of building and /or construction bridge/ FOB"
Regarding technical and financial eligibility criteria, scanned copies of supportive documents/certificates from competent officials are to be submitted along with their offer.
Scanned copies of documents in support of formation/registration of the company/firm/legal authorization of the person to deal with the tender/notarized/registered copies of the documents wherever required as per tender conditions are to be submitted along with offer.
(a)The tenderer must have successfully completed/substantially completed any of the following 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 each costing not less than the amount equal to 60% of advertised value of the tender. (b) (i) In case of 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/substantially completed any of the following during last 07 (seven) years, ending last day of month previous to the one in which tender is invited: Three similar works each costing not less than the amount equal to 30% of advertised value of each component of tender, or Two similar works , each costing not less than the amount equal to 40% of advertised value of each component of tender, or a One similar work, each costing not less than the amount equal to 60% of advertised value of each component of tender
8 conditions · 2 needing a document upload
If the tenderers deliberately gives/give wrong information in his/their tender or creates/create circumstances for the acceptance of his/their tender, the Railway reserves the right to reject such tender at any stage
The tenderers shall keep the offer open for a minimum period as mentioned in NIT from the date of opening of the tender, within which period the tenderers can not withdraw their offer, subject to the period being extended further if required, by mutual agreement from time to time. Any intervention of the above condition will make the tenderer liable for forfeiture of his security deposit for due performance of the foregoing stipulation
The quantities shown in above Schedule are approximate and are as a guide to give the tenderer(s) an idea of quantum of work involved. The Railway reserves the right to increase/decrease and/or delete or include any of the quantities given above and no extra rate will be allowed on this account
All the bidders/tenders should ensure that they are GST compliant and their quoted tax structure/rates are as per GST Law.
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.
The tenderer shall posses valid Electrical Contractor License (issued by Govt. Electrical Licensing Board). If the tenderer does not posses valid Electrical Contractor License themselves, they shall execute the electrical portion of the work under supervision of competent person having valid Electrical Contractor License. In case the electrical portion of the work is being executed under supervision of competent person having valid electrical Contractor License, copy of the valid Electrical license should be submitted to CPM/GSU/Ajmer by the main contractor before commencement of Electrical portion of the work. Note: The submitted/uploaded license must be valid on the date of tender opening to consider as eligible offer
A statement showing construction works executed and payment received in any one of the previous three financial years or the current financial year (up to date of inviting tender) taking into account the completed as well as work in progress as per Annexure-VI of tender form ( Second Sheet ) of IRGCC-2022 on the letter head of Chartered Accountant, to evaluate bid capacity of the tenderer (Mandatory for tender value more than Rs. 10 Crores). In case of JV firm details of construction works executed by each member of JV is required to be submitted.
Provision of Foot Over Bridge to eliminate the deficiency of MEA at Mangliyawas station in AII- MJ section of Ajmer division
GSU-AII-FOB-MLI-2026
GSU-AII-FOB-MLI-2026
Open
Works - General
9 Months
Ajmer, Rajasthan
₹0
₹5.7 L
17 Apr 2026
24 Mar 2026
3 Apr 2026
104 items across 8 schedules · ₹1,09,20,240.85 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| 1 | All kinds of soil | cum | 720 | 177.5 | 1,27,800 |
| 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 | 350 | 196 | 68,600 |
| 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 | 50 | 700.5 | 35,025 |
| 4 | All kinds of soil | cum | 280 | 126.8 | 35,504 |
| 5 | 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 | 10 | 8,340.85 | 83,408.5 |
| 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 | 15 | 7,878.5 | 1,18,177.5 |
| 7 | 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 | 90 | 7,294.7 | 6,56,523 |
| 8 | Foundations, footings, bases for columns | Sqm | 25 | 392.15 | 9,803.75 |
| 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 | 8 | 9,045.75 | 72,366 |
| 10 | 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 | 8 | 10,852.95 | 86,823.6 |
| 11 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | 90 | 392.15 | 35,293.5 |
| 12 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | Sqm | 40 | 842.5 | 33,700 |
| 13 | Suspended floors, roofs, landings, balconies and access platform | Sqm | 250 | 927.25 | 2,31,812.5 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 30 | 736.4 | 22,092 |
| 15 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 160 | 961.3 | 1,53,808 |
| 16 | Stairs, (excluding landings) except spiral- staircases | Sqm | 150 | 764.95 | 1,14,742.5 |
| 17 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | 180 | 384.3 | 69,174 |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6000 | 107.85 | 6,47,100 |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 4800 | 107.85 | 5,17,680 |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 62 | 9,504.75 | 5,89,294.5 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 20 | 9,655.7 | 1,93,114 |
| 22 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5 | 9,860.4 | 49,302 |
| 23 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | 10 | 10,011.35 | 1,00,113.5 |
| 24 | Concrete of M35 grade with minimum cement content of 370 kg /cum | cum | 35 | 10,162.35 | 3,55,682.25 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 40 | 733.5 | 29,340 |
| 26 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 9,095.05 | 90,950.5 |
| 27 | Cement mortar 1:6 (1 cement : 6 coarse sand) | cum | 10 | 7,311.25 | 73,112.5 |
| 28 | 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 | 1500 | 117.35 | 1,76,025 |
| 29 | 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 | 18000 | 133.7 | 24,06,600 |
| 30 | Hot finished welded type tubes | Kg | 35000 | 194.4 | 68,04,000 |
| 31 | Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. | Kg | 400 | 97.2 | 38,880 |
| 32 | Providing and fixing bolts including nuts and washers complete. | Kg | 250 | 159.35 | 39,837.5 |
| 33 | 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 | 150 | 772.4 | 1,15,860 |
| 34 | Dark shade pigment using ordinary cement | Sqm | 300 | 1,119.5 | 3,35,850 |
| 35 | 25 mm thick | Sqm | 100 | 1,948.25 | 1,94,825 |
| 36 | Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Sqm | 250 | 3,186.7 | 7,96,675 |
| 37 | Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent | Sqm | 60 | 4,481.3 | 2,68,878 |
| 38 | 110 mm diameter | Metre | 30 | 377.4 | 11,322 |
| 39 | 110 mm bend | Each | 4 | 150.35 | 601.4 |
| 40 | 110 mm Shoe | Each | 4 | 131.85 | 527.4 |
| 41 | 110 mm | Each | 16 | 371.3 | 5,940.8 |
| 42 | 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 | 380 | 738.65 | 2,80,687 |
| 43 | Ridges plain (500 - 600mm) | Metre | 80 | 532.35 | 42,588 |
| 44 | Gutter (600 mm over all girth) | Metre | 30 | 1,313.7 | 39,411 |
| 45 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 383 | 19,150 |
| 46 | 1:6 (1 cement: 6 fine sand) | Sqm | 50 | 450 | 22,500 |
| 47 | Two or more coats on new work | Sqm | 150 | 155.9 | 23,385 |
| 48 | Two or more coats on new work | Sqm | 500 | 146.8 | 73,400 |
| 49 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | cum | 5 | 2,434.25 | 12,171.25 |
| 50 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) | cum | 5 | 1,503.6 | 7,518 |
| 51 | 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 | 3 | 3,551.25 | 10,653.75 |
| 52 | In cement mortar | cum | 2 | 2,060.2 | 4,120.4 |
| 53 | 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 | 300 | 5.65 | 1,695 |
| 54 | 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 | 300 | 0.85 | 255 |
| 55 | For thickness of tiles 10 mm to 25 mm | Sqm | 50 | 73.4 | 3,670 |
| 56 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. | Sqm | 20 | 266.45 | 5,329 |
| 57 | G.S. Sheet | Sqm | 20 | 164.95 | 3,299 |
| 58 | 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 | 60 | 263.95 | 15,837 |
| 59 | Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh 3mm laid at 100x100 mm grid including edge trim covered with concrete. This metal deck will be supported on structural steel beam with shear studs. (Structural steel like Beam, column, joists etc. & concrete of different grade as per design will be paid separately). | Sqm | 240 | 1,525.6 | 3,66,144 |
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nit.pdf
NIT
safetyatworkssite.pdf
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SystemofVerificationofTenderersCredentialsdated05.09.2023.pdf
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GCC-2022-ACS10.pdf
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GCCACS114.pdf
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Nodeploymentofengineer.pdf
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procedureofdigginginvivnityofstcable1.pdf
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ProcedureorderforMeasurementTestChecklimitMaterialpassing.pdf PSSA test Check Letter
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TenderDocument.pdf
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ProcedureorderforMeasurementTestChecklimitMaterialpassing.pdf
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