Conservation and repairs to SHRI MAYURESHWAR GANPATI TEMPLE, AT MORGAON, TAL. BARAMATI, DIST. PUNE- 1 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 2 Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 3 Dismantling Stone masonry in lime or cement mortar including stacking the materials as directed with all leads, lifts etc. 4 Dismantling Brick masonry in lime or cement mortar and stacking the materials as directed with all leads, lifts etc. 5 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. 6 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete. 7 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground within 50 metres lead. 8 Providing and applying a Silicon Base Water Repellent Stone Sealers, on Brick/Stone masonry/ Concrete surfaces in Two coats by spraying. Including cleaning/sandblasting for removing dirt /cement mortar patches etc. by force water jet,wire brushing etc. complete.Note: Before commencing the work for this Item, the Contractor must ask the Architect for further Instructions. 9 Removing G.I. or A.C. sheet roofing including purlines, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete. 10 Removal of damaged wood from structural members : Removal of damaged wood from structural members like column, beams, joists, battens etc. and stacking the same/handing over to the client, provide necessary propping (as required) & inclusive of scaffolding etc., complete. 11 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. 12 Loweringdowncarefullyexistingstonemasonryofthemonumentmanuallyinproperorder including shifting the stone elements up to a distance of 50 meter beyond the monument area and stackingthemasdirectedby Engineerin-charge,removingbuilding rubbishandcleaning thesite etc. complete. 13 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 m. beyond the building area and 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 0.00 to 1.50 m.) By Manual Means 14 Conveying the excavated materials, debris of brick or stone masonry, R.C.C. slab, water proofing, stone members/ materials, cement/ lime concrete, tiles/marbles/ stone slab/ brick bat coba etc. upto 5 km. away from the site and cleaning the site properly. 15 Providing dry/ trap/ granite/ quartzite/ gneiss rubble Stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 16 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, centering, formwork, laying/pumping, compacting, roughening them if the 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. 17 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45m. x 0.30m. x 0.15m., 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 stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly 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 pavingworkwhen handed over to be perfectly clean and free from all mortar stains etc. complete. 18 Providing Block In Course Stone Steps of trap / granite stones in lime mortar 1:1½with size of stone 0.45m. x 0.30 m. x ).20 cm. as per detailed specifications and drawings or as directed the stones be of approved quality, colour, hard and free from defect of any kind, the stones shall be of exact size and shape, the shall be rough-tooled on exposed surface, holes for balusters should be cut in the steps before they are laid, each stone shall rest at least 3.8 cm. (1½″) on that below it, the beds or joints being in no case more than 3 mm. (⅛″), preparing the lime mortar in lime miller, watering and all steps work when handed over to be perfectly clean and free from all mortar stains etc. complete. 19 Providing/Re-setting Stone Paving,First Sort ofreuse-stones in lime mortar 1:1, as per detailed specifications and drawings or as directed including 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, 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. 20 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with size of stone (0.6 x 0.40 x 0.50) M. Cm. (Wall stone) as per detailed specifications and drawings or as directed including the stones be of approved quality, color, hard and free from defect of any kind, dressing every stone 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, bailing out water, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 21 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 with for Deepmal Octagonal / Circular / trapezoidal in shape as per the site requirement of size of stone [ 0.80 x 0.75 x 0.30 Meter]in superstructure (deeepmal )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, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 22 Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement and structural steel).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) 23 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 work when handed over to be perfectly clean and free from all mortar stains etc. complete. 24 Providing Coursed Rubble Masonry Second Sort of trap / granite stones in lime mortar 1:1½, size of stone (45 cm. x 30 cm. x 20 cm.) in plinth As Per detailed specifications and drawings or as directed including the stones shall be laid in horizontal course not less than 15 cm. (6″) in height, the stones in each course shall be of equal height and all course of the same height, unless otherwise specified, the face stone to be squared on all joints and beds, the beds to be hammered or chisel-dressed , true and square at least 7.5 cm (3″) back from the face, the face of the stones to be hammered and bushing not to be project more than 3.8 cm. (1½″), all stones to be set full in mortar, all side joints shall be vertical and beds horizontal and not joints shall be more than 10 mm., the through stones shall be inserted 5 and 6 feet apart in every course, preparing the lime mortar in lime miller, bailing out water, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. 25 Providing Brick Masonry First Class in superstructure of first quality bricks of size9″ x 4½″ x 2½″inlimemortar1:1½,asperdetailedspecificationsanddrawings orasdirected 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 suchbond 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 exceed9.5 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. 26 ProvidingLimePointingto Stoneworkinlime mortar1:1insuperstructure,asperdetailed 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 beraisedorflatasmaydirected,preparingthelimemortarwith640grampulpofwoodapple (Belfruit) per cubic metre of lime mortar as a bonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 27 Providing 10 mm.thick RoughCastLimePlasterinsinglecoatinlimemortar1:1in superstructure,asperdetailedspecificationsanddrawingsorasdirectedincludingalljointsin 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 anduniformcoat wellpressedintothe jointsandto bewellbeatenfor1½dayswithhand tappers, the plaster should also be well sprinkle during the proses of beating with a mixture of 1.10 kgJaggaryand640grampulpofwoodapple(Belfruit)in90to135litreofwater,theplaster 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 bhendiorjute)percubicmetreoflimemortarasabondingmaterial,oflimeasabonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 28 Providing 12 mm. thickRoughCastLimePlasterinsinglecoatinlimemortar1½:1in superstructure,asperdetailedspecificationsanddrawingsorasdirectedincludingalljointsin 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 anduniformcoat wellpressedintothe jointsandto bewellbeatenfor1½dayswithhand 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 wettedoccasionallywithfreshwaterwhilethebeatingisinprogress,allexposedanglesand 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 bhendiortag)percubicmetreoflimemortarasabondingmaterial,oflimeasabonding material, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete. 29 ProvidingFineCoatofLimeover roughcastplaster insuperstructure,asperdetailed specifications and drawings or as directed including the finishing coat is to be applied over rough castplasterandwell-polishedwithtrowel,preparingthelimemortar,scaffoldingandwatering complete 30 Teakwood in structural members : Providing and fixing 8x 8 Teakwood in structural members like beams, columns, joist, rafters, purlins, purlin cleats, hip rafters, jack rafters, ridges, wall plates, post plates and posts, pedestals or any other wooden members etc. including removing damage/decayed wood members,fixing stainless steel screws, cutting, sawing, making proper wood jonery, scaffolding if necessary all iron work and applying one coat of primer or as directed by Enginner Incharge etc. complete. (It is mandatory to use first quality well seasoned Indian teak wood from forest departments FDCML) 31 Providing and fixing plain zinc sheeting of 0.80 mm thick (22 B.W.G.) over the ridge hip or valley to galvanized iron sheet roofing including all fastening and bolt galvanised iron screws and bolts, lead and bitumen washers etc. complete.(Weight of 6.8 Kilogram/sq.m.). Bd.R.5, Page One 32 Galvanised iron sheet 0.8 mm (22 B.W.G.) eaves precoated gutter 200 mm to 230 mm wide and 100 mm to 125 mm deep moulded or half round girth up to 600mm including iron rods, on the edges (throughout the length) and galvanised iron sheet ferrules with fixtures, for outlets wherever required clamped using W.I. clamp 38 mm x 3 mm fixed 1.0 m C/C including making necessary connections with rain water pipes etc, complete and as directed. 33 Providing and fixing Mangalore tiled roofing with class AA tiles including securing the last course of tiles near the eaves with steel flat 40mm x 3mm and 1.22 mm wire fixing 50mm x 25 mm horizontal teak wood battens and irons works and oiling the battens etc. complete. (Excluding ridge and hip tiles). 34 Providing lettering as part of the signage (Cultural, directional and informatory) for information dissemination about the fort in GRC as per the design and location provided by the Conservation Architect. 35 Providing and applying melamine polish of required finish to the woodwork by spray machine including knotting and preparing the even surface by scraping, applyingFrench polish, scaffolding if required, etc. complete. Note: The work tobe executed on prior approval of the Superintending Engineer will be necessary. 36 Providing and fixing in position Guard Railing as per Drg. No. 15 Type Cdt. 20-4-79, with 3 rows of 40 mm dia. G.I. pipe 30 cm apart and fixed in M.S. channels of section 100x50x6 mm spaced 2.5C/c 1:2:4 c.c. bedding of size 45x30x30cm. as per detailed drawing, with 3 coats of approved of yellow and black paint including necessary excavation in any strata. 37 Providing injection with a slurry of lime and fine screened sand in proportion 1:1 with a proper pressurized jet pump, including cleaning, washing and packing the existing cracks or holes in the brick for stone masonary properly upwards with the slurry, scaffolding, curing, etc. complete 38 Providing and laying in situ /Ready Mix cement concrete M-20 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, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic microprocessor 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 and fixing in position TMT - FE - 500 bar reinforcement of 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 40 Providing structural steelwork of rectangular hollow steel section for steel trusses, other similar trussed items like purlin and members with all bracing, gusset plates etc. as per detailed designs and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/ bolted/ welded connections and one coat of anti corrosive paint and over it two coats of oil painting of approved quality and shade complete. 41 Providing and fixing colour coated Zin calume (R) AZ1 50 (min 150 gms/sq.mt. total on each side)profiled sheets for roofing. The feed material is manufactured out of nominal 0.45 mm Base Metal Thickness (BMT)(0.5mmTCT), Hi-strength steel with min. 550 MPa yield strength, metallic hot dip coated withAluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND (R)steel quality superdurable polyester paint coat (within organic pigment). The paint shall have a total coating thickness of nominal 35um, comprising of nominal 25 um exterior coat on top surface and nominal 10 um reverse coat on back surface. Profile sheet shall have nom. 950-1050 mm effective cover width and nominal 25-30 mm deep ribs with subtle square fluting in the five panatnominal 180-250 mmcenter-to-center. The end rib shall be designed foranti-capillary groove. and returnleg. The feed material should have coil manufacture rsproduct details marked are gularinterval. Including fasteners with min. fastened with min. 25 um Zinc-Tin alloy coated, Hexhead, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre) 42 Providing and fixing 900 mm high S.S.304 Grade Stainless steel railing with 40mmdiameter and 1.5mm thick at top, 40 mm diameter and 1.5 mm thick vertical supports spaced at 1.5mcenter to center and 8mm thick toughened glass including fabricating ,fixtures, errecting , necessary welding , grinding , finishing, buffing to stainless steel pipe etc. complete 43 Providing and fixing solid window, wooden door of thickness 25 mm including frame of wooden shutter etc. complete as directed by Engineer in charge(It is mandatory to use first quality well seasoned Indian teak wood from forest departments FDCML) complete. 44 Providingandfixing 38 mm (1½″)thickTeakWoodPlanking,asperdetailed specifications and drawings or as directed including the thoroughly seasoned and greatest length best Moulmein teak boards, boards to be 38mm thick and from 0.15 m in width, side joints to be tongued and grooved or tongued and ploughed as may be specified, heading joints to rest upon the joistbelow,to break joint withone another and tobe rebated and tongued together, the boards to be jammed together by flooring clamps, each board to be secured in position by two screws screwed to each of the joists below, the heads of all screws to be countersunk and the exposed surface of boards then planed quite smooth, etc. (It is mandatory to use first quality well seasoned Indian teak wood from forest departments FDCML) complete. 45 Providing, layingand fixing P.V.C. pipe of 110 mm.dia.with fittings such as bends, tees, reducers, clamps, etc. including necessary excavation, trench filling etc. complete. Including removing existing pipe line if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete. 46 ProvidingandfixingTeak wood Eaves Board 15cm.(6″)wide and25mm.(1)thick, asper detailed specifications and drawings or as directed including the planks to be best Moulmein teak to be 25 mm. (1) thick and 15 cm.(6″) in width, of a uniform colour and planed, the planks to be laid truly parallel to the floor so as to cover the end rows of the tiling and to be fixed with screws of the proper length driven countersunk, all joints to be neat and close, scaffoldingetc. complete. (It is mandatory to use first quality well seasoned Indian teak wood from forest departments FDCML) 47 Providing and fixing in position powder coated aluminium louvered windows /ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80x38mm x 1.22mm box type, 5mm thick sheet glass louvers, of approved quality etc. complete 48 Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC C channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall beflat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the c channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc, 10 mm thickness (5 mm (+/0.25) x 2 nos) 20 mm wide cross.PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S. powder coated buthingesofsize100mmx25MMx2mmusing32mmlongsteel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares As directed by Engineer in charge. 49 Providing and fixing C.P. Angular stop cock with wall flange Jaquar make or equivalent continental (CAT.NO. CON059) including necessary sockets/union nut etc. complete. 50 Providing and fixing 75 mm dia stabiliser pipe/ P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete 51 Providingandfixing100mm dia stabiliser pipe/P.V.C. soil vent/waste pipe and with necessary fixtures and fitting such as bends, tees, single junctions, slotted vent, clamps etc. complete. 52 Providing and fixing white european type wall-hung pan, of size 350mm x 355mm x 570 mm concealed flush tank with floor-mounting frame installing kit and drain pipe connection set for wall hung WC, with approved make square control plates including soil pipe,vent pipe upto the outside face of wall, 100mm dia C.I. plug bend inlet pipe all fittings, cutting& making good walls, floors, etc. complete. 53 Providing and fixing white wash basin with half pedestal of size 515mm X 615mm X 460mm including pillar cock auto-closing system CP angular stop cock long thread of approved make continental includingS.S. bottle trap of necessary pipe connection upto the outside face of the wall. 54 Providing and fixing White Glazed Earthenware full stall type Urinal with P.V.C. flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32mm dia. P.V.C flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection up to the outside face of the wall. 55 Providing and fixing Stone Paving, Second Sort in lime mortar 1:1½, with size of stone (0.60 x 0.45)m, and 0.15m, 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 not finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the jointsrunning true,the stonestobelaidwithjointsnotexceeding8mm.(5/16″)thickandto be evenly and firmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true andaspershapeatleasthalfthedepthfromtheface,preparingthelimemortarinlimemiller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete. 56 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 perrequirement of site, madewith 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 ofwork of cleaning and/or pointing and/ or applyingchemical 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 57 Providing Soil Bag Support to the monument with contractors soil in proper layers carefully as directed by Engineer in-charge including filling, tying and conveying the bags, removing the soil bags after work upto a distance of 50 meter beyond the monument area and cleaning the site etc. 58 Documentation (Still Photography & Videography) of the conservation Process (before, after and every 3 months during process) 59 Preparation of 5-10 min documnetary film on Conservation of Mayureshwar Temple precinct, of which will include script development, shooting, voice over, post production wherever required as per the script
