Conservation, Repair To Madheshwari Temple At Madha, Tal. Madha, Distt. Solapur (Part-2)- 1 Removing grass, gazer grass and disposing offout of building premises including making clean the ground by shovel and phavaras etc. complete. 2 Specialised Stone cleaning to remove oil oremulsion paint,stains or dark patches,layers ofimpervious coatings,cementious layers,ruststains from surface of stone with chemicals,thinners,solvents or soft teepol type soapsolution or by pressure jet machine (As specified by consulting architect),A gentle use of air abrasive tools may be permitted as long as no damage to the original surface is ensured.it may include usage of mechanical tapping ,chemical surfactant or solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy of technique prior to work.Removal to be followed by water washing.The surface shall finally be cleaned by hand rubbing and rinsing with clean water to obtain nearly original surface,colour and texture 3 Removing cement tiles, or marble or polishedshahabad floor or dado without bed concreteincluding stacking the materials as directedwith all leads, lifts etc. complete 4 Removing lime or lean cement concrete including stacking the spoils as directed with all leads,lifts etc, complete. 5 Removing G.I. or A.C. sheet roofing includingpurlins, principal rafters etc. including sortingserviceable and unserviceable materials,stacking the same as and where directed inthe compound including scaffolding etc.complete. 6 Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete. 7 Dismantling brick masonry in lime or cementmortar and stacking the materials as directed with all leads, lifts etc 8 Dismantling stone masonry in lime or cementmortar including stacking the materials asdirected with all leads, lifts etc. 9 Excavation for foundation in earth, soils of all types sand, gravel and soft murum,Including removing the excavated matreial upto a distance of 50 M beyond the building area stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ,ramming, watering Including shoring and strutting etc.complete ( Lift upto 1.50m ) By Manual Means 10 Filling in plinth and floors with approvedexcavated material in 15cm. to 20cm.Layersincluding watering and compacting etc.complete. 11 Providing dry trap/ granite/ quartzite/ gneissrubble stone soiling 15 cm to 20 cm thickincluding hand packing and compactingcomplete. 12 Providing and laying cast in situ 1:2:4 LimeConcrete of trap/ granite/ quartzite/ gneissmetal for foundation and bedding as perdetailed specifications and drawings or asdirected 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. 13 Providing Un-coursed Rubble Masonry of trap /granite stones in lime mortar 1:1½, infoundation and plinth as per detailed specifications and drawings or as directedincluding the stones to be set in the work asreceived from the quarry, after merely knockingoff weak corners and edges with the masonshammer, 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 flushin 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 whenhanded over to be perfectly clean and free fromall mortar stains etc. complete. 14 Providing and fixing Stone Paving, First Sortin lime mortar 1:1, with size of stone 1.20mt x 0.60 mt. x 0.20 mt., as per detailedspecifications and drawings or as directedincluding all stone slabs to of approved quality, hard, even, sound, durable and uniformthickness, the stones to be very finely chiseldressed on the surface and the course to be of prescribed width, the joints running true, the stones to be laid with joints not exceeding 6mm. (¼″) thick and to be evenly and firmlybedded 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 overto be perfectly clean and free from all mortarstains etc. complete. 15 Providing and fixing double scaffolding system(cup lock type) on the exterior side of building/structure, including additional rows ofscaffolding 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. andmaintaining it in a serviceable condition forexecution of work of cleaning and/ or pointingand/ or applying chemical and removing it thereafter. The scaffolding system shall bestiffened 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. 16 Providing Ashlar Fine Masonry of trap / granitestones in lime mortar 1:1 with size of stone 0.45 cm. x 0.30 cm. x0.30cm.in superstructure as per detailed specifications and drawings or as directed including the stones be of approvedquality, colour, hard and free from defect of anykind, dressing every stones fine tooled on allbeds, joints and faces, full true if the surface areplane 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. 17 Providing Brick Arching First Class with firstclass bricks of size 9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size,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 to be laid in concentric half-brick ring, the joints are to be properly summered and not to exceed 17 mm. (⅔″) in thickness, the joints to be truly radial to the curve at all points,great care to be taken that the rings are bonded together properly, whenever the joints of any of the rings come to a summering or plane face, all arches to be turned on centrings, preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc 18 Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer incharge including filling, tying and conveying the bags, removing the soil bags after work up to a distance of 50 meter beyond the monument area and cleaning the site etc. complete. 19 Providing Brick Masonry First Class insuperstructure of first quality bricks of size 9″x 4½″ x 2½″ in lime mortar 1:1½, as perdetailed specifications and drawings or asdirected including the bricks to be of uniformsize, moulded on tables, thoroughly well burntand sound, ringing clearly when stuck withtrowel, the bricks to be soaked in water for12 hours before used, the bricks are to be laidflush in mortar in such bond as directed, as faras possible, bricks of uniform colour are to beselected for the face work when it is not to be plastered, the joints are not to exceed 9.5mm. (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 20 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 jointsof the pointed work shall be neatly defined bythe pointing, the lines shall be regular anduniform in breadth and the joints shall be raisedor flat as may directed, preparing the lime mortar with 640 gram pulp of wood apple(Belfruit) per cubic metre of lime mortar as abonding material, scaffolding, watering and allwork when handed over to be perfectly clean and free from all mortar stains etc.complete 21 1 Providing 12mm thick Rough Cast limePlaster in single coat in lime mortar 11/2:1in superstructure as per detailed specificationsand drawings or as directed including all jointsin masonary and brick work are to be rackedout to a depth of at atleast 20 mm and the wall to be washed with fresh water and thoroughlywetted for six hours before plastering,the plasterto be applied in an even and uniform coat wellpressed in to the joints and to be well beaten for11/2 days with hand tappers,the plaster shouldalso be well sprinkle during the process ofbeating with mixture 1.10 kg jaggeryand 640gram pulp of wood apple (Belfruit) in 90 to135 litre of water the plaster being wettedoccasionally with fresh water while beating isin progress all exposed angles and drawnneat clean and level soffits of arches 22 Providing 10 mm. thick Rough Cast LimePlaster in single coat in lime mortar 1:1 insuperstructure, as per detailed specificationsand drawings or as directed including all jointsin masonry and brick work are to be racked outto a depth of at least 20 mm. and the wall to bewashed with fresh water and thoroughly wettedfor six hours before plastering, the plaster tobe applied in an even and uniform coat wellpressed in to the joints and to be wellbeaten for 1½ days with hand tappers, theplaster should also be well sprinkle duringthe proses of beating with a mixture of 1.10 kgJaggary and 640 gram pulp of wood apple(Belfruit) in 90 to 135 litre of water, theplaster being wetted occasionally with freshwater while the beating is in progress, allexposed angles and junctions with doorframe to be carefully finished, allmouldings shall be worked true to template anddrawn neat, clean and level, soffits of archesmust true arch of circle, preparing the limemortar in lime miller with 1.60 kg Gugal (a kind 23 Providing Fine Coat of lime over rough Cast Plaster in superstructure as per detailed specifications and drawings or as directedincluding all finishing Coat is to be applied over rough Cast Plaste and well polished with trowel,preparing lime mortar, Scaffolding,and watering complete 24 Providing and grouting the holes with Lime andFine Screened Sand Slurry in proportion of(1:1)with proper jet pressure including Cleaning and Washing and Packing the existing Crack/Holes in the Brick or Stone masonary with lime and finesand paste in proportion of (1:1) properly from downside,filling the slurry in cracks or holes including all necesarry actions and required tools and machinaries,Scaffolding,Curing etc Complete. 25 Providing Ashlar Fine Masonry of trap / granitestones for TADKHADA(BASESTONE) in limemortar 1:1 with average size of stone 0.60 m. x0.60 m. x 0.60 m. in superstructure as perdetailed specifications and drawings or asdirected including the stones be of approvedquality, colour, hard and free from defect of anykind, dressing every stones fine tooled on allbeds, joints and faces, full true if the surface areplane 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. 26 Providing and fixing First Quality Indian T.W Column of size 0.23m x 0.20m x 3.20 m for roofing/ floor including scaffolding if necessary etc. complete. 27 Providing and fixingFirst Quality IndianT.W Column of size 0.23m x 0.20m x 3.20 m for roofing/ floor including scaffolding if necessary etc. complete. 28 Providing and fixing First Quality Indian T.W Purlin and Rafter of size 0.100m x 0.100m x 5.50m for roofing/ floor including scaffolding if necessary etc. complete. 29 Providing and fixing First Quality Indian T.W Inclined support part of Truss of size 0.150m x 0.15m x 2.5 m for roofing/ floor including scaffolding if necessary etc. complete. 30 Providing and fixingFirst Quality Indian T.W Arches of size 0.150m x 0.381m x 2.90 m for roofing/ floor including scaffolding if necessary etc. complete. 31 Providing and fixing Indian teak wood eavesboards 15 cm wide and 25 mm thick plaindecorative type including scaffolding andpainting with two coats etc. complete. 32 Providing and fixing colour coated Zincalume (R ) AZ150 ( min 150 gms/sq.mt. total on eachside )profiled sheets for roofing. The feedmaterial is manufactured out of nominal 0.45mm Base Metal Thickness (BMT ) (0.5 mmTCT ), Hi-strength steel with min.550 MPa yieldstrength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminium 43.4%zinc 1.6% silicon) with COLORBOND ( R )steel quality super durable polyester paint coat ( with inorganic pigment). The paint shall have atotal coating thickness of nominal 35 um,comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat onback surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting inthe five pan at nominal 180-250 mm center- tocenter. The end rib shall be designed for anticapillary groove. and return leg. The feedmaterial should have coil manufacturers productdetails marked a regular interval. Includingfasteners with min. fastened with min. 25 um 33 Providing and fixing Mangalore tiled roofingwith class AA tiles including securing thelast course of tiles near the eaves with steel flat40 mm x 3 mm and 1.22 mm wire fixingcountry teak wood sloping battens of 25 x 12mm teak wood horizontal battens of50mm x 25mm over the slopping battens, alliron work and coal tarring the battens etc.complete (Excluding ridge and hip tiles) 34 Providing and fixing Mangalore tile ridge andhip tiles of class AA including scaffoldingif necessary, pointing with coloured cementmortar and curing etc. complete. 35 Providing and fixing frame with / withoutventilator of size as specified with Country cutteak wood for doors and windows includingchamfering, rounding, rebating, iron holdfast ofsize 300mm x 40mm x 5mm with oil painting,etc. complete 36 Providing and fixing Country cut teak wooddouble or single leaf panelled shutters, 35 mmthick style top and freze rail 95 x 35 thick withlock and bottam rail 195 x 25 mm thick andpanels without ventilator as per detailed drawingexcluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete 37 Providing and applying melamine polish ofrequired finish to the wood work byspray machine including knotting and preparing theeven surface by scraping,applying French polish,scaffolding if required etc. complete. 38 Providing and laying cast in situ 1:1:4 LimeConcrete of broken brick metal for copingor waterproofing as per detailed specificationsand drawings or as directed includingcentring, formwork, laying/pumping,compacting, roughening them if specialfinish is to be provided, finishing if required,with fine aggregate, preparing the lime mortar inlime miller and then mixing with coursedaggregate 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. 39 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 1 km. 40 Providing detailed geological reports of proposed site by maintaining geotechnicalinvestigation of structure stratification collectingsoil, rock and ground water samples forlaboratory tests to arrive the foundation designparameters. Rock properties such as type ofrock, jointing fractures, etc. complete withsuggestion about the site foundation andremedies 41 Public Seating Chair. - 3 Seater Providing andFixing3seater Public seating chair made ofcomplete metal with Legs in Crome finish andseates in silver powder coating finish.
