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Tender Value
Refer Docs
EMD Value
₹2.3 L
Closing Date
16 Mar 2026, 3:00 pmClosed
No
No
Single Packet System
Normal Tender
No
Not Applicable
Lowest to Highest
60 days
Expenditure
Capital (Works)
Provision of 02 no. rooms for battery and UPS facility and allied works in control office, DRM office, Bikaner under ADEN/HQ/Bikaner
290-25-26
290-25-26
Open
Works - General
6 Months
Bikaner, Rajasthan
₹0
₹2.3 L
16 Mar 2026
21 Feb 2026
2 Mar 2026
258 items across 8 schedules · ₹1,44,07,765.52 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 | — | 26 7780.3 | 2,02,287.8 |
| 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 | — | 90 6812 | 6,13,080 |
| Centering and shuttering including strutting, propping etc. and removal of form work for : | — | — | — | — | |
| 3 | Foundations, footings, bases for columns | Sqm | — | 20 392.15 | 7,843 |
| 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 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 | — | 9 8340.85 | 75,067.65 |
| DAMP-PROOF COURSE | — | — | — | — | |
| 5 | 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 50 kg cement used | — | 178 18.15 | 3,230.7 |
| REINFORCEMENT CEMENT CONCRETE | — | — | — | — | |
| FORM WORK | — | — | — | — | |
| Centering and shuttering including strutting, propping etc. and removal of form for | — | — | — | — | |
| 6 | Foundations, footings, bases of columns, etc. for mass concrete | Sqm | — | 9 392.15 | 3,529.35 |
| 7 | Suspended floors, roofs, landings, balconies and access platform | Sqm | — | 18 927.25 | 16,690.5 |
| 8 | Shelves (Cast in situ) | Sqm | — | 18 927.25 | 16,690.5 |
| 9 | Lintels, beams, plinth beams, girders, bressummers and cantilevers | Sqm | — | 18 736.4 | 13,255.2 |
| 10 | Columns, Pillars, Piers, Abutments, Posts and Struts | Sqm | — | 18 961.3 | 17,303.4 |
| Edges of slabs and breaks in floors and walls | — | — | — | — | |
| 11 | Under 20 cm wide | Metre | — | 9 208.55 | 1,876.95 |
| 12 | Weather shade, Chajjas, corbels etc., including edges | Sqm | — | 17 951.1 | 16,168.7 |
| 13 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick | Sqm | — | 134 1028.4 | 1,37,805.6 |
| 14 | Lintels, beams, plinth beams, girders, bressummers and cantilevers with water proof ply 12 mm thick | Sqm | — | 107 841.95 | 90,088.65 |
| Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the direction of Engineer-in-charge. | — | — | — | — | |
| 15 | 20 mm dia. & 150 mm length | Each SET | — | 35 184.5 | 6,457.5 |
| Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). | — | — | — | — | |
| 16 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) | Sqm | — | 134 384.3 | 51,496.2 |
| 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 | — | 4.5 10585.9 | 47,636.55 |
| 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. | — | — | — | — | |
| 18 | 40 mm thick | Sqm | — | 18 1706.55 | 30,717.9 |
| STEEL REINFORCEMENT | — | — | — | — | |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. | — | — | — | — | |
| 19 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 1070 | 107.85 | 1,15,399.5 |
| Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. | — | — | — | — | |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. | Kg | 26780 | 107.85 | 28,88,223 |
| MISCELLANEOUS | — | — | — | — | |
| 21 | 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 | — | 178 300.45 | 53,480.1 |
| 22 | Providing and filling in position, blown bitumen in expansion joints. | cum | — | 1.79 74854.65 | 1,33,989.82 |
| 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 | — | — | — | — | |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 13 9504.75 | 1,23,561.75 |
| All works above plinth level upto floor V level | — | — | — | — | |
| 24 | Concrete of M25 grade with minimum cement content of 330 kg /cum | cum | — | 88 9860.4 | 8,67,715.2 |
| 25 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | Quintal | — | 44 733.5 | 32,274 |
| 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. | — | — | — | — | |
| 26 | Non pigmented wet curing compound | Sqm | 1250 | 69.05 | 86,312.5 |
| Schedule total | ₹56,52,182.02 | ||||
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nit.pdf
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GCC-2022-uptoACS104.3.25.pdf
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Generalcondition05.01.26From271n274-25-26_compressed.pdf
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civilsplcondconstructionofTworoomforbatteryandUPSfacilityinControlofficeatBikanerDRMOfficeunderADENHQBKN19022026.pdf
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electricalGsplcondconstructionofTworoomforbatteryandUPSfacilityinControlofficeatBikanerDRMOfficeunderADENHQBKN19022026.pdf
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