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| 1 | Removal of plants / ficus grown by pulling out root system embedded in masnory, cutting stem and application of high/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide 'Glycel' (iso proplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete. |
| 2 | Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete |
| 3 | Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 4 | Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. |
| 5 | Scientific Excavation for debris soil as scientific excavation/ clearance in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. (By/manaual Means)a) Upto 1.50m lift Normal Rateb) (Lift upto 0.00 to 1.50 m.) By Manual Means. Add 10% c) 3.00m to 4.50m lift, Add 20% d) 4.50m to 6.0m lift, Add 30%. |
| 6 | Numbering the monument elements in proper order before lowering down with approved colour and shade as directed by Engineer in-charge, including ladder, scaffolding etc. complete. |
| 7 | Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm 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 for execution 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 payment will be made once only for execution of all items for such works |
| 8 | Lowering down carefully existing stone masonry of the monument manually in proper order including shifting the stone elements up to a distance of 50 meter beyond the monument area and stacking them as directed by Engineer in-charge, removing building rubbish and cleaning the site etc. complete. |
| 9 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. |
| 10 | Providing and laying Cast in situ/ReadyMix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel)etc. complete,with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 11 | Providing and fixing in position TMT-FE-500 bar reinforcemen to f various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting,bending, hooking the bars,binding with wires or tack welding and supporting as required complete. |
| 12 | Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking off weak corners and edges with the masons hammer, the stones shall be carefully laid so as to break joints, no joint shall exceed 12.5 mm. (½″) in thickness, every stone shall be set flush in mortar, the face stone shall be for greater size, and good beds, one through stone shall be inserted at least every 0.80 sq. mete (1 square yard), the joints shall be racked out carefully at least 25 mm. (1″) where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, bailing out water, watering and all exposed masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.. |
| 13 | Filling in plinth and floors with approved excavated material in 15cm. to 20cm. Layers including watering and compacting etc. complete. |
| 14 | Providing general pest control services to the building to control the nuisance of cockroaches, lizards, pinbores and other insects etc.with 4 operations inayear and monthly check up. |
| 15 | Providing/Re-setting Ashlar Masonry of reuse-stones in lime mortar 1:1 in superstructure as per detailed specifications and drawings or as directed including the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 16 | Providing Ashlar Masonry of trap / granite stones in lime mortar 1:1 with average size of stone 60 cm. x 45 cm. x 23 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete |
| 17 | Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone 75 cm. x 75 cm. x 45 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete B) Pedestals at Bottom |
| 18 | Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 for 4 way bracket of size of stone 120 cm. x 120 cm. x 50 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete C) Brackets |
| 19 | Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone 225 cm. x 50 cm. x 45 cm. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete For Stone curved shape chajja for Temple. |
| 20 | Carving out ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate |
| 21 | Carving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in charge |
| 22 | Providing and grouting with lime and fine screened sand slurry in proporation of (1 : 1) with a proper jet pump pressure including cleaning and washing and packing the existing crack / holes in the brick or stone masnory with lime and finesand paste in proporation of (1:1) properly from down side, filling the slurry in cracks or holes including all necessary actions and required tools and machineries, scaffolding, curing etc. complete. |
| 23 | Crack Stitching 8mm Helibar Providing and fixing of Helifix Hi-fin reinforcement Helibers of 8mm dia, single bar in one slot, MOC Austenitic stainless steel, ASTM 304, having cross section area of 10.5sqmm, pitch 38/40, with ultimate tensile strength not less than 1370 N/sqmm, shear strength 7.2KN, along with Helibond Grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional non shrink thixotropic properties having compressive strength at 28 days of not less than 45 N/samm. Including chasing of slot in mortar bed upto a depth of 40mm for HeliBars, cleaning the dust and debris from the slot, making damp with water to achieve good bonding of HeliBar with HeliBond grout in the groove of brick/stone masonry ensuring that it remains tight at the joint after curing. including all tools, tackles and equipments using specified machines, excluding Staging & Scaffolding, at various places where there is crack in brick/ stone/ block masonry as directed by structural engineer in charge/ Helifix. |
| 24 | Creating Helibeam using two 6mm Helibars Providing and fixing of Helifix Hi-fin reinforcement Helibars of 6mm dia, two bars in one slot, MOC Austenitic stainless steel, ASTM 304, having cross section area of 8sgmm, pitch 29/30, with ultimate tensile strength not less than 980 N/sqmm, shear strength 5.5 kN of single bar, along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with exceptional non shrink thixotropic properties having compressive strength at 28 days of not less than 45 N/sqmm. Including chasing of slot in mortar bed upto a depth of 50mm for HeliBars, cleaning the dust and debris from the slot, making damp with water to achieve good bonding of HeliBar with HeliBand grout in the groove of brick/stone masonry ensuring that it remains light at the joint after curing, including all tools, tackles and equipments using specified machines, excluding Staging & Seaffolding, at various places where there is crack in brick/ stonel block masonry as directed by structural engineer in charge/ Helifix. |
| 25 | Pinning with cemTie 8mm (SS 304) Providing and fixing of Helifix Hi-Fin reinforcement Helical pins / CemTies of 8mm dia. and specified length into a predrilled hole of not more than 18mm dia. MOC Austenitic Stainless Steel ASTM-304, having cross-section area of 10.5sqmm having helical pitch of 38/48 with ultimate tensile strength not less than 1370N/samm along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with non shrink thixotropic properties having compressive strength al 28 days of minimum 45N/sqmm and specified length along with Helibond grout. Including drilling of holes for Cemties upto 15 mm more than the specified depth, cleaning the dust and debris from the hole and making damp with water ensuring to achieve good bonding of Cem Tie with HeliBond in the holes of masonry ensuring that it remains tight after curing, at locations as per instructions provided by structural Engineer in charge/ Helifix, including all tools tackles and equipments using specified machines, excluding Staging & Scaffolding.One bar in hole of 18mm dia. |
| 26 | Crack Bond TE 250 Providing & fixing of Crack Bond TE 250ml an injectable special purpose non shrink thixotropic spoxy resin with the help of manual pressure applicator and nozzle, including opening of crack, cleaning and ensuring sealing of cracks of 2mm - 12mm width upto a maximum depth of 150mm. Crack sealing for 2mm - 12mm width cracks |
| 27 | Polyplus SF Providing and filling of general purpose styrene free resin with the help of manual pressure applicator and nozzle, to be used for anchoring helical bars wherever needed/ specified by structural engineerin charge/ Helifix. for anchonng the bars wherever needed |
| 28 | Providing and laying cast in situ 1:1:4 Lime Concrete of broken brick metal for coping or waterproofing as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required, with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate or surkhi in drum mixer, the concrete must be bitten for two days with pouring water as per specifications, scaffolding, watering and all concrete work when handed over to be perfectly clean and free from all mortar stains, etc. complete. |
| 29 | Providing Brick Masonry First Class in superstructure of first quality bricks of size 25 x 15x 5 cm in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded on tables, thoroughly well burnt and sound, ringing clearly when stuck with trowel, the bricks to be soaked in water for 12 hours before used, the bricks are to be laid flush in mortar in such bond as directed, as far as possible, bricks of uniform colour are to be selected for the face work when it is not to be plastered, the joints are not to exceed 9.5 mm. (⅜″), no bats or half brick to be used in the work, racking out joints where pointing or plastering to be done, striking joints where no pointing or plastering is to be done, preparing the lime mortar in lime miller, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 30 | Providing 12 mm. thick Rough Cast Lime Plaster in single coat in lime mortar 1½:1 in superstructure, as per detailed specifications and drawings or as directed including all joints in masonry and brick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water and thoroughly wetted for six hours before plastering, the plaster to be applied in an even and uniform coat well pressed in to the joints and to be well beaten for 1½ days with hand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kg jaggary and 640 gram pulp of wood apple (Belfruit) in 90 to 135 litre of water, the plaster being wetted occasionally with fresh water while the beating is in progress, all exposed angles and junctions with door frame to be carefully finished, all mouldings shall be worked true to template and drawn neat, clean and level, soffits of arches must true arch of circle, preparing the lime mortar in lime miller with 1.60 kg Gugal (a kind of fragrant gum) and 960 gram chopped hemp (fibre of bhendi or tag ) per cubic metre of lime mortar as a bonding material, of lime as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. |
| 31 | Stucco work in lime, surkhi and sand (1:1:1) as per traditional practices and design, the mortar should be prepared by grinding mill only. The thickness varies from 10mm to 150 mm thick as per existing design work/ traditional practices by skilled craftsman, the stucco work should be done as per restoration nature, the mortar should be prepared by grinding mill adding gur,methi & gugal. Sample of the design and details of the decorative stucco work to be shown to the Architect for necessary approvals before finalizing and finishing the same in Lime and Sand plaster in proportions 1:2 with the same not more than 10mm in thickness and a final coat of 5mm Thick lime putty. Item to be paid only for the part of the design made in new plaster and not the entire panel. Item to include curing for 21 days using water pumps or any other necessary methods to avoid any surface cracks. In case of development of surface cracks, the same to be redone as part of rectification works to achieve the necessary level of finish as directed by Architect or Engineer in charge. Item to include all necessary tools, scaffold if required etc. complete |
| 32 | Providing Fine Coat of Lime over rough cast plaster in superstructure, as per detailed specifications and drawings or as directed including the finishing coat is to be applied over rough cast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and watering complete. |
| 33 | Gently cleaning the surface of stone masonryand piers with specialized water misting techniques employing air water jet using a fine nozzle sprinkling system calibrated to spray fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushes and removing dirt, dust, bird dropping, grease. oil, algae, flingus, monkey beats, vegetable growth etc.as specified. Gentle surface cleaning may, include using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surfce dirt, grit accretions by means of water misting and cleaning etc. complete as directed by the Engineer in Charge. (The rate is inclusive of all materials & labours involved except scaffolding). |
| 34 | Providing Lime Pointing to stone work in lime mortar 1:1 in superstructure, as per detailed specifications and drawings or as directed including all face or visible work shall be pointed, unless otherwise specified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sand shall not be ground fine but sand should be finer, the joints of the pointed work shall be neatly defined by the pointing, the lines shall be regular and uniform in breadth and the joints shall be raised or flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple (Belfruit) per cubic metre of lime mortar as a bonding material, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete |
| 35 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. |
| 36 | Providing and laying cast in situ 1:2:4 Lime Concrete of trap/ granite/ quartzite/ gneiss metal for foundation and bedding as per detailed specifications and drawings or as directed including bailing out water, centring, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required with fine aggregate, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer as per specifications including bailing out water, watering etc. complete. |
| 37 | Providing and fixing Stone Paving, second Sort in lime mortar 1:1 1/2, with average size of stone 60 cm. x 45 cm. x 15 cm. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all paving work when handed over to be perfectly clean and free from all mortar stains etc. complete. For Pavement. |
| 38 | Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) |
| 39 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in foundation and plinth of inner walls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and watering etc.complete. |
| 40 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6 in superstructure including racking out joints when plastering is to be done / striking joints when no plastering is to be done on inside watering and scaffolding etc.complete |
| 41 | Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete |
| 42 | Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish |
| 43 | Disposing off / conveying the dismantelled materials of stone masonry / brick masonry/ concrete/ debris/ excavated material / soil murrum / rubbish material or vegetation / grass / shrubs etc. from site to 5 Km as directed by Engineer incharge |
| 44 | Providing and fixing of retro-reflectorised informatory sign board rectangular / Square in shape having area greater than 0.9 square meter made out of 2 mm aluminum sheet bonded with white retroreflective sheeting of Class B (Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive / heat activated adhesive retoreflective specified background, border and backside retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3, supported with backsupport frame 25 mm x 25 mm x 3 mm, duly painted on backside with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5mt long firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paint having alternate black and white bands of 25 cm width including GI fixures and transportation etc. complete. The nut bolts of board with angle iron post / supporting structure after fixing at site has to be electrically welded. ClassB (Type IV High intensity micro-prismatic grade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturer and authorised distributor / convert or issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty Please Enable Macros to View BoQ information |
