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Tender Value
Refer Docs
EMD Value
₹3.5 L
Closing Date
22 Jan 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
7 conditions · 2 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).
Upgradation of infrastructure and augmentation of maintenance facilities in C&W workshop Bikaner under ADEN/HQ/Bikaner
265-25-26~NWR
265-25-26
Open
Works - General
10 Months
Bikaner, Rajasthan
₹0
₹3.5 L
22 Jan 2026
3 Jan 2026
8 Jan 2026
356 items across 11 schedules · ₹5,24,11,506.64 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 40 mm nominal size derived from natural sources) | cum | — | 200 7226.95 | 14,45,390 |
| 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 | 1800 | 6,326.05 | 1,13,86,890 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 3 | Foundations, footings, bases for columns | Sqm | — | 80 307.95 | 24,636 |
| Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing. | — | — | — | — | |
| 4 | 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 | — | 50 7783.65 | 3,89,182.5 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 5 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | Sqm | — | 50 452.25 | 22,612.5 |
| 6 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. | Per bag of cement of 50kg | — | 20 57.15 | 1,143 |
| REINFORCED CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 7 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 100 307.95 | 30,795 |
| 8 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 500 766.55 | 3,83,275 |
| 9 | Shelves (Cast in situ) | Sqm | — | 10 766.55 | 7,665.5 |
| 10 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Sqm | — | 108 608.35 | 65,701.8 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 310 804.25 | 2,49,317.5 |
| 12 | Stairs, (excluding landings) except spiral-staircases | Sqm | — | 20 657.75 | 13,155 |
| 13 | Spiral staircases (including landing) | Sqm | — | 10 652.8 | 6,528 |
| 14 | Arches, domes, vaults up to 6 m span | Sqm | — | 15 1826.25 | 27,393.75 |
| 15 | Extra for arches, domes, vaults exceeding 6 m span | Sqm | — | 15 575.25 | 8,628.75 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 16 | Under 20 cm wide | Metre | — | 50 181.9 | 9,095 |
| PRE-CAST RCC | — | — | — | — | |
| 17 | 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 | — | 10 9673.5 | 96,735 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 18 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 19000 | 89.65 | 17,03,350 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 35000 | 89.65 | 31,37,750 |
| 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | — | — | — | — | |
| All works upto plinth level | — | — | — | — | |
| 20 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 70 8683.8 | 6,07,866 |
| 21 | Concrete of M30 grade with minimum cement content of 350 kg /cum | cum | — | 190 8825.35 | 16,76,816.5 |
| 22 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | — | 150 688.45 | 1,03,267.5 |
| Schedule total | ₹2,13,97,194.3 | ||||
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