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| 1 | Carefully Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge:In lime mortar |
| 2 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level including curing complete with Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) |
| 3 | Extra for coursed rubble masonry with hard stone (First or second sort) in :Square or rectangular pillars |
| 4 | Providing and laying in position lime concrete with graded stone/brick aggregate 40 mm nominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering and shuttering. All works upto plinth level with: Graded Stone Aggregate |
| 5 | Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned materials will be measured) In lime mortar |
| 6 | Ruled/flush pointing on white sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio 1:1.5:1/2 one lime : 1.5 surkhi ( 50% red and 50% light yellow surkhi):1/2 marble dust ( the rate is inclusive of all materials and labours involved except scaffolding) |
| 7 | Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven storey height made with 40 mm dia M.S. tube 1.5 m centre to centre horizontal and vertical tubes joining with cup and lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staircase system in the scaffoldings for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc. wherever required 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. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. |
| 8 | De vegetation from the monuments by chemical injection of Round Up (arsenic base) compound and subsequently uprooting of all girth and any height by physical means without damaging the historic fabric and structure of the building under strict supervision of conservation architect/site in charge, removal of rubbish upto a distance of 50 m outside the periphery of the area cleared complete. |
| 9 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead. |
| 10 | Demolishing lime concrete manually/by mechanical means and disposal of material within 50 meters lead as per direction of Engineer-in-charge. |
| 11 | Decorative Plaster work in Lime Surki mortar (1:1) as per traditional practices including organic additives like Sugarcane molasene, extracts of beil, maithi etc and pre existing design. The thickness varying from 10 mm to 100 mm as per design, as directed by engineer in charge/Architect and including all lead, lift and carriage. All complete. |
| 12 | Applying Lime kara/punning 1:2 (1 lime: 2 Zikki Powder) in two coats 1st coat 3mm-4mm thick and curing for atleast 7 days and 2nd coat not less then 6mm thick 7 days |
| 13 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face with 150 mm depth in cement mortar 1: 6 (1 lime putty : 6 coarse sand) upto plinth level including curing. One face dressed Rough chisel dressed |
| 14 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead :Of area of 3 sqm. and below |
| 15 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding holdfasts in cement concrete blocks of size 15x10x10cm with cement concrete 1:3:6 (1 cement :3 coarse sand: 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground within 50 meters lead: Door chowkhats |
| 16 | Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia and length (hold fast lugs or with dash fasteners shall be paid for separately): Sal wood |
| 17 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: -Butt hinges and necessary screws shall be paid separately). Second class deodar wood |
| 18 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :250x16 mm |
| 19 | Providing and fixing aluminium tower bolts lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete 200x10 mm |
| 20 | Providing and fixing aluminium handles lSI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.125 mm |
| 21 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. |
| 22 | Applying breathable, non-reactive antifungal and water repellant silane/ Siloxane chemical as approved by Archaeological survey of India/ Engineer-in-charge, of approved brand and manufacturer, diluted with solvent mineral turpentine oil in the ratio of 1:12 ( 1 part of approved Chemical :12 part of turpentine oil), on the existing sand stone masonry surface with two or more codes to given uniforms application of chemical on the surface all complete as per direction of Engineer-incharge ( the rate is inclusive of all materials and labours involved except scaffolding) |
| 23 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 50% ordinary rock and 50% Hard Rock (Blasting Prohibited) |
| 24 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) Nallah |
| 25 | Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and upto floor five level including curing complete with Lime mortar 1:1:1 (1 Lime putty: 1 Surkhi: 1 Fine sand) |
| 26 | Providing and laying in position lime concrete with graded stone/brick aggregate 40 mm nominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering andshuttering. All works upto plinth level with: Graded Stone Aggregate |
| 27 | Pointing on stone work with cement mortar 1 : 3 (1 cement/ Lime : 3 fine sand) Raised and cut pointing |
| 28 | Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc. including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete ,including fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 29 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive. |
| 30 | Carriage of materials by mechanical transport including loading / unloading and stacking complete. Lime lead up to 120 kms avg. |
| 31 | Carriage of materials by mechanical transport including loading / unloading and stacking complete. Surkhi lead up to 120 kms avg. |
| 32 | Carriage of materials by mechanical transport including loading / unloading and stacking complete. Sand lead up to 120 kms avg. |
| 33 | Carriage of materials by mechanical transport including loading / unloading and stacking complete. Stone lead up to 15 kms avg. |
| 34 | Carriage of materials by Manual Labour including loading / unloading and stacking complete. Lime lead up to 5 km avg. |
| 35 | Carriage of materials by Manual Labour including loading / unloading and stacking complete. Surkhi lead up to 5 km avg. |
| 36 | Carriage of materials by Manual Labour including loading / unloading and stacking complete. Sand lead up to 5 km avg. |
| 37 | Carriage of materials by Manual Labour including loading / unloading and stacking complete. Stone lead up to 5 km avg. Please Enable Macros to View BoQ information |
