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Tender Value
₹60.4 L
EMD Value
₹1.2 L
Closing Date
25 Aug 2026, 11:00 am2d left
E.E. BCD, Building Division No.-2, Ranchi
E.E. BCD, Building Division No.-2, Ranchi
Renovation of Central Dome and Top Corridor Roof Area at New Vidhan Sabha Building, Ranchi
2026_BCD_117588_1
17/2026-27/EE/BCD/DIV-2,RANCHI
Open Tender
Civil Works - Buildings
Works
30 days
Ranchi
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.2 L
19 Aug 2026
19 Aug 2026
27 Aug 2026
19 Aug 2026
25 Aug 2026
19 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. (15.23.1 For thickness of tiles 10 mm to 25 mm) | 1,597.27 | SQM | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix) | 359.39 | Cum | - | - |
| 3 | Dismantling old plaster and pointing in cement or lime and raking out joints to 15mm depth, watering and disposal of unserviceable materials with all leads all complete as per direction of E/I. | 576.28 | SQM | - | - |
| 4 | Providing 12mm thick water proof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved water proofing compound including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. | 576.28 | Sqm | - | - |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). | 424.71 | Cum | - | - |
| 6 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge. | 359.39 | M3 | - | - |
| 7 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 150 mm nominal dia Pipes | 36.59 | M | - | - |
| 8 | Extra for cleaning the old surface by scrapping the entire old white wash or colour wash including cost of scaffolding all complete as per direction of E/I. | 488.06 | SQM | - | - |
| 9 | Providing & Applying high quality acrylic modified resin based texture of Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be applied as intermediate finish in desired pattern @ 43.04 kg/10 sqm to form film of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove loose particles from the plaster surface, followed by top coating with Premium Acrylic Smooth exterior paint with Silicone additives of required shade by two or more coats @ 1.43 litre/10 sqm, complete as the direction of Engineer -in-Charge. | 1,064.34 | Sqm | - | - |
| 10 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition forexecution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for
payment purpose. (2) The p | 1,064.34 | Sqm | - | - |
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