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Tender Value
Refer Docs
EMD Value
₹2.7 L
Closing Date
12 Jun 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
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.
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 part :- 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.
Major renovation work in DRM office complex building and conference room building at Bikaner under ADEN/HQ/Bikaner
32-26-27
32-26-27
Open
Works - General
5 Months
Bikaner, Rajasthan
₹0
₹2.7 L
12 Jun 2026
20 May 2026
29 May 2026
268 items across 10 schedules · ₹74,51,193.05 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 | 17.5 | 7,878.5 | 1,37,873.75 |
| 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 | 35 | 6,812 | 2,38,420 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 3 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | 20 | 736.4 | 14,728 |
| 4 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | 45 | 961.3 | 43,258.5 |
| PRE-CAST RCC | — | — | — | — | |
| 5 | 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 | 5 | 10,585.9 | 52,929.5 |
| 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. | — | — | — | — | |
| 6 | 50 mm thick | Sqm | 50 | 1,886.9 | 94,345 |
| 7 | 40 mm thick | Sqm | 250 | 1,706.55 | 4,26,637.5 |
| 8 | 25 mm thick | Sqm | 30 | 1,539 | 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. | — | — | — | — | |
| 9 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 10 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1500 | 107.85 | 1,61,775 |
| 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 | — | — | — | — | |
| 11 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 5 | 9,504.75 | 47,523.75 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 12 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | 6 | 9,860.4 | 59,162.4 |
| 13 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | 5.5 | 733.5 | 4,034.25 |
| 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. | — | — | — | — | |
| 14 | Non pigmented wet curing compound | Sqm | 120 | 69.05 | 8,286 |
| Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. | — | — | — | — | |
| 15 | 200 mm wide. | Metre | 5 | 859.75 | 4,298.75 |
| 16 | 300 mm wide. | Metre | 5 | 1,208.05 | 6,040.25 |
| Schedule total | ₹15,07,257.65 | ||||
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nit.pdf
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Generalcondition01.04.26From01-26-27_compressed.pdf
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GCC-2022-uptoACS104.3.25.pdf
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GCCACS11_compressed.pdf
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electricalspecialconditionsMajorrennovationworkinDRMofficecomplexbuildingandconferenceroombuildingatBikaner19052026.pdf special
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specialconditionsMajorrennovationworkinDRMofficecomplexbuildingandconferenceroombuildingatBikaner19052026_1.pdf
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electricalspecialconditionsMajorrennovationworkinDRMofficecomplexbuildingandconferenceroombuildingatBikaner19052026.pdf
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