Conservation, Restoration, Repairs And Development Of Katreshwar Temple Barav, At. Katarkhatav, Dist. Satara (Part Ii) - 1 Labour charges for removing grass, thorney shrubs, Jungli shrub, Kubabul and alikegrass along roadside making the ground clean by showel and phavaras etc. complete. 2 Cutting down trees including trunks and branches with girths above 30cm to 60cm and stacking the materials neatly with all lifts and lead of 1000m as directed and earth filling in the depression / pit if any. 3 Removing lime or lean cement concrete including stacking the spoils as directed withall leads, lifts etc, complete.Engineer in charge etc. complete. 4 Loweringdowncarefullyexistingstonemasonryofthemonumentmanuallyinproperorder including shifting the stone elements up to a distance of 50 meter beyond the monument area and stackingthemasdirectedby Engineerin-charge,removingbuilding rubbishandcleaning thesite 5 Providing Ashlar Fine Masonry of trap / for galtha stones in lime mortar 1:1 with size of stone 0.6 m. x 0.60 m. x 0.3 m. 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, dressingevery stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniformcurves 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. 6 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. 7 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area andstacking and spreading as directed, dewatering, preparing the bed for the foundation andnecessarybackfilling, ramming,watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means 8 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 9 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. 10 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 offweak 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 tobe 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 wo 11 Providing/Re-setting Ashlar Fine Masonry of reuse-stones in lime mortar 1:1 in superstructure asperdetailedspecificationsanddrawings oras directed including the stonesshallbesetin 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, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 12 Providing Ashlar Fine Masonry of trap / for Stone Steps block- Block in Course stones in lime mortar 1:1 with size of stone 0.6 m. x 0.6 m. x 0.4m. 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, dressingevery stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniformcurves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″) in height averaging 4½c. 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. 13 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45 m. x 0.30 m. x 0.15 m., as per detailed specifications and drawings or as directed including all stone slabs toof approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finelychisel-dressed on the surface and the course to be of prescribed width, the joints running true, thestones to be laid with joints not exceeding 6 mm. (¼″) thick and to be evenly and firmly beddedflush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at leasthalf the depth from the face, preparing the lime mortar in lime miller, watering and all paving workwhen handed over to be perfectly clean and free from all mortar stains etc. complete. 14 Making of moulding / grooving/chamfering on the surface of the formed stone member, as per given design or drawing, by an expert , artisan crafts man,including lights and papering of the finished member if required. 15 Making of moulding or relief architectural carving on the surface of the formed stone member, as per given design or drawing , by an expert,artisan crafts man,including lights and papering of the finished member if required. 16 Conveying the excavated materials, debris of brick or stone masonary, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/ marbles/ stone slab/ brick bat coba, etc. upto 2 km, away from the site and cleaning the site properly. 17 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. 18 Dewatering on BHP basis by using water pump including diversion of stream, providing coffer dams, earthern bunds etc. as may be necessary for foundation and other parts of the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) 19 Removing wet silt from canal bed with 15mtr. Lead and all lift including depositing the excavated stuff etc. Complete as directed. 20 Documentation (still photography & Video Documentry)of the conservation process (before, after & every 3 months during process
