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Tender Value
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EMD Value
₹9.3 L
Closing Date
10 Aug 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
14 conditions · 3 needing a document upload
Financial Eligibility Criteria: 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-VIB, along with copies of Audited Balance Sheets duly certified by the Chartered Accountant/ Certificate from Chartered Accountant duly supported by Audited Balance Sheet. Note :- (i) For Joint Venture (JV): The tenderer shall submit credentials as mentioned in Clause 17 of GCC April 2022 (Ammended upto date). (ii) In case, date of tender inviting is on or after date of statutory deadline for audit of balance sheet of previous Financial Year (i.e. 30th Sept. or as further extended for this FY), audited balance sheet of 4th previous year shall not be considered unless concerned CA certifies that balance sheet is not audited yet as on date of invitation of this tender.
For civil engg portion ( part % 86.75% amount 40232588.90), similar nature of work is "Any Civil Engineering Work." For electrical (G) portion (part % 13.25% amount 6143961.00), similar nature of work is "Any electrical work related to HT/LT installations."
11 conditions · 3 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.
Civil engg notes :- 1.The quantities/amount mentioned above are rough and for guidance only and are subject to change according to the needs of the railway & variation there of to any extent will not be the basis of any claim against the Railway. 2.The work shall be carried out as per standard specifications (Amended up to date). 3.The contract shall be governed by General Condition of Contract and Instructions to the Tenders -2022 (Amended up to date). 4.All tools & plants and mechanical equipment as required to execute the work shall be arranged by the contractor. 5.Contractor/ suppliers/ service providers/ parties shall register their firms under EPFO & GSTIN (GST Identification Number).
Electrical G notes :- 1.Rates are inclusive of GST as applicable and all other taxes & applicable expenses. 2.The work should be carried out as per I.E. Rules and regulation and code of practice. 3.All materials such as wires, switches, CI/GI pipes, etc should be ISI marked. Materials other than ISI marked should be as per technical specification and confirming to IS specification. 4.The tender offer submitted should be complete with financial status, previous experience, and other documents. 5.Contractor/s is/are bound to execute formal agreement on the documents available in this office.
Upgradation of branches for staff working (6 branches) and Officer chambers, miscellaneous works in c/w Provision of Air Conditioner unit and provision of hall with attached toilet for retired railway employees in DRM office, Bikaner under ADEN/HQ/Bikaner
108-26-27
108-26-27
Open
Works - General
7 Months
Bikaner, Rajasthan
₹0
₹9.3 L
10 Aug 2026
17 Jul 2026
27 Jul 2026
542 items across 12 schedules · ₹4,13,15,382.47 total
| # | Description | Unit | Qty | Rate | Amount |
|---|---|---|---|---|---|
| CONCRETE WORK | — | — | — | — | |
| CEMENT CONCRETE (CAST IN SITU) | — | — | — | — | |
| Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | — | — | — | — | |
| 1 | 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 | — | 66 7878.5 | 5,19,981 |
| 2 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | cum | — | 257 6812 | 17,50,684 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 3 | Foundations, footings, bases for columns | Sqm | — | 50 392.15 | 19,607.5 |
| CEMENT CONCRETE PRECAST | — | — | — | — | |
| Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. | — | — | — | — | |
| 4 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20mm nominal size derived from natural sources) | cum | — | 22 10105.1 | 2,22,312.2 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 5 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 115 392.15 | 45,097.25 |
| 6 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 75 927.25 | 69,543.75 |
| 7 | Shelves (Cast in situ) | Sqm | — | 50 927.25 | 46,362.5 |
| 8 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 76 736.4 | 55,966.4 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 82 961.3 | 78,826.6 |
| 10 | Stairs, (excluding landings) except spiral-staircases | Sqm | — | 30 764.95 | 22,948.5 |
| 11 | Spiral staircases (including landing) | Sqm | — | 30 798.35 | 23,950.5 |
| 12 | Arches, domes, vaults up to 6 m span | Sqm | — | 20 2154.35 | 43,087 |
| 13 | Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like | Sqm | — | 20 392.15 | 7,843 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 14 | Under 20 cm wide | Metre | — | 42 208.55 | 8,759.1 |
| 15 | Above 20 cm wide | Sqm | — | 10 879.05 | 8,790.5 |
| 16 | Cornices and mouldings | Sqm | — | 20 856.8 | 17,136 |
| 17 | Weather shade, Chajjas, corbels etc., including edges | Sqm | — | 5 951.1 | 4,755.5 |
| PRE-CAST RCC | — | — | — | — | |
| 18 | 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 | — | 26 10585.9 | 2,75,233.4 |
| Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 6mm nominal size ),reinforced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. | — | — | — | — | |
| 19 | 40 mm thick | Sqm | — | 250 1706.55 | 4,26,637.5 |
| 20 | 25 mm thick | Sqm | — | 30 1539 | 46,170 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 21 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 6172 | 107.85 | 6,65,650.2 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 22 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 8348 | 107.85 | 9,00,331.8 |
| MISCELLANEOUS | — | — | — | — | |
| 23 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). | Sqm | — | 100 300.45 | 30,045 |
| 24 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. | Metre | — | 142 78.4 | 11,132.8 |
| DESIGN MIX CONCRETE | — | — | — | — | |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 25 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | — | 9 9655.7 | 86,901.3 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 26 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | — | 15 10011.35 | 1,50,170.25 |
| Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, Portland Pozzolana /Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 27 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 24 9333.95 | 2,24,014.8 |
| All works above plinth level up to floor V level | — | — | — | — | |
| 28 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 72 9689.6 | 6,97,651.2 |
| 29 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 24.65 | 733.5 | 18,080.78 |
| Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. | — | — | — | — | |
| 30 | Non pigmented wet curing compound | Sqm | — | 120 69.05 | 8,286 |
| Schedule total | ₹64,85,956.33 | ||||
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civilsplcondUpgradationofbranchesforstaffworkingProvisionofAirConditionerunitandprovisionofhall16072026_2.pdf special
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GCC-2022-uptoACS104.3.25.pdf
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Generalcondition01.04.26From01-26-27_compressed.pdf
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GCCACS11_compressed.pdf
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electGsplcondUpgradationofbranchesforstaffworkingProvisionofAirConditionerunitandprovisionofhall16072026.pdf special
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electGsplcondUpgradationofbranchesforstaffworkingProvisionofAirConditionerunitandprovisionofhall16072026.pdf
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