Conservation And Site Management Of Vighneshwar Temple Complex, Ojhar, Tal.Junnar, Dist. Pune- 1 Removal of plants/ ficus growth by pulling out root system embedded in masnory, cutting stem and application of hing/gur/lime formulation as specified by the Architect or other patented chemical biocide treatment such as biocide Glycel (isoproplamine salt of glyphosate) or other chemical as specified by the Engineer in charge etc. complete 2 Dismantling the existing lights, tublelight, bulbs, fans, independent plug points, wiring including circuit mains of all types along with accessories etc. complete as per specification No.WG-DM / PW. 3 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 40 mm 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. 4 Removing the existing cement/ lime plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 m or spreading in the compound and cleaning the site etc. complete. 5 Raking out cement or lime pointing or any other hard material used and repointing to walls externally and internally in lime mortar 1:3 (1 lime, 3 sand, mix to be approved by consultants before application)&fillingin any holes/damage area of stonethatmay have to be filled in lime mortar. The cost to include preparation ofbatchesofsample upto 20 samples of colour matched lime mortar for approval by Architect. The contractor to ensure use of making tape and sharp specialzed spatula & tools to ensure clear line and high level of workmanship on site. 6 Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete.. 7 Removing cement tiles or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all lead, lifts, etc. complete. 8 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete 9 Removing wire fencing with iron/ C.C. fencing post and stacking the materials as directed with all leads, lifts etc. complete 10 Dismantling stone masonary in lime or cement mortar including stacking the materials as directed with all lead, lifts, etc.. 11 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. 12 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 13 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. 14 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. 15 Providing & Laying Plum concrete consisting of 70% P.L.C. mix (1:2:4) and 30% Rubble stone of maximum size of 150 mm laid in layers with ramming consolidating,watering including dewatering cost,seigniorage & conveyance of all materials,labour charges,machine mixing,finishing the surface etc. complete 16 Filling in plinth and floors with contractorsmaterial/brought from outside and approved by Engineerincharge inlayersof15cm to20cmincludingwateringandcompactionetc. complete. 17 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 5 km, away from the site and cleaning the site properly. 18 Providing and applying a Permeable Silicon/ Permeable Siloxane silane 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. 19 Providing general pest control services to the building to control the nuisance of cockroaches, lizards, pin bores and other insects, etc. with 4 operations in a year and monthly checkup. 20 Providing anti termite treatment to the sides of flooring of the existing building as per I.S. 6313 (Part-III) by punching holes 6 mm dia. drilled at a distance of 30 cm. centre to centre and injecting one percent of chlorodane emulsion concentrate at the rate of 50 ml per hole and sealing by filling putty etc. complete covering 2 years guarantee on bond paper. 21 Providing and fixingIndian T.W Columns, beams of size (Length of 1.20 to 2.90 (9.51ft) msecition of 0.10 x 0.10 m (3.93 x 3.93 inch) for roofing/ floor/ any wooden members including scaffolding if necessary etc. complete. 22 Providing and fixingIndian T.W beams and Stringer beams of size (Length of 3.00 to 3.12m (10.23ft) secition of 0.10 x 0.20 m (3.93 x 7.87 inch) for wooden members including scaffolding if necessary etc. complete.“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 23 Providing and fixingIndian T.W rafters, purlins, decorative elements of size length 1.05 to 1.70 m (3.44 x 5.57 ft) and(0.075 x 0.075 m (2.95 x 2.95inch) thick for roofing/ floor/ any wooden members including scaffolding if necessary etc. complete.“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 24 Providing and fixingIndian T.W frames and floor joists of size ( length 1 m (3.28ft) 0.075 x 0.05 m(2.95 x 1.96 inch) thick) for roofing wooden members including scaffolding if necessary etc. complete.“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 25 Providing and fixingIndian T.W Battensof size (0.05 x 0.05 m thick length 3 m ) for roofing wooden members including scaffolding if necessary etc. complete.“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 26 Providing and fixing solid wooden door of thickness 0.15 m including frame,fixing Big and small motifs, defensive bolts, pivot and pointed nails and providing steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 27 Providing & applying Polyurethane based wood coating to the new or old work in two coats including knotting, preparing the surface by scrapping, scaffolding etc. complete as per manufacturers specifications and as directed. 28 Providing and fixing Ductile iron Man Hole Covers/ Strom Water Grating and Grating with frame of Various sizes, weight and types and load bearing capacity as per EN-124, equivalent NECO with prior approval of concerned Superitending Engineer. 29 Providing and fixing teak wood railing of 1.80 m height in the temple mandap as per detailed drawings with top and bottom rails of size 0.075 x 0.15m andbalusters of 0.05 x 0.05m, each supported by the vertical newel posts of0.075 x 0.15 x 1.8 m with newel cap of size 0.1 x 0.1mas directed by the Engineer, removing the existing railing members and fixtures, including french polishing, and hardwares and joinery etc. complete. (Note: The work to be executed on preapproval of conservation architect).“ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 30 Providing and Fixing Decorative / Ornamental grills as per design for compound wall / Fencing including fabricating the grill using M.S. square / round bar, flats and angles including painting with one coat of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour and brand etc. complete as directed. 31 Providing and fixing 38 mm.(1½″) thick Teak Wood Flooring or Planking, as per detailed specifications and drawings or as directed including the thoroughly seasoned and greatest length best Moulmein teak boards, boards to be 38 mm. (1½″) thick and from 10 m. to 15 cm. (4″ to 6″) in width, side joints to be tongued and grooved or tongued and ploughed as may be specified, heading joints to rest upon the joist below, to break joint with one another and to be rebated and tongued together, the boards to be jammed together by flooring clamps, each board to be secured in position by two 2½″ 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. complete. “ It is mandatory to use well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 32 Providing Un-coursed Rubble Masonry of trapstones 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. 33 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Bracketsas per the site requirement of size of stone [0.60 x 0.60x 0.30 Meter] 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 34 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Projected bands and String coursesas per the site requirement of size of stone [0.50 x 0.50 x 0.30 Meter] 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. 35 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Chajja stone as per the site requirement of size of stone [1.00 x 0.45 x 0.20 Meter] 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. 36 Providing and fixing Ashlar Fine, Moderately or Heavily carved black Basalt stones for Talkhada of size(0.35 x 0.35 x 0.35 m) in lime mortar 1:1.5 proportion; including lifting the dressed stones upto a height of 4.5 - 6M., setting with stainless steel dowels, pins and fixing with Araldite, hardener, admixture of stone dust/pigment matching the stone shade and curing, recessed pointing etc. complete. The stones shall be dressed full or to template, or as shown in the working drawings. The exposed faces of the stone shall be fine chisel- dressed, and all joints shall be in line, close and not more than 3mm thick. All visible angles and edges to be free from unsightly chippings. Soil bag support or scaffolding charges will be considered separately. 37 Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Walls and Parapetas per the site requirement of size of stone [0.50 x 0.50 x 0.30 Meter] 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. 38 Providing/Re-setting Ashlar Fine 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. 39 Providing and fixing Stone Flooring, First Sort with Machine cut fine appearance in lime mortar 1:1, with size of stone [0.45 x 0.30 x 0.15 meter], 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. (1/4″) 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. 40 Providing Block In Course Masonry of trap (black basalt) in lime mortar 1:1½ with size of stone [0.45 x 0.30 x 0.20 m] for steps 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, the face of stones shall be rough-tooled, rustic (with or without chisel draft, except at quoins), or chamfered as specified, the beds and joints of all ashlar stones to be dressed perfectly true, square and full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stones shall be set in 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 17.5 cm. (7″) in height, 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. 41 Providing/Re-setting Ashlar Rough-tooled Stone Steps of reuse-stones in lime mortar 1:1½ as per detailed specifications and drawings or as directed including 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. 42 Providing and fixing Ashlar Fine, Moderately or Heavily carved black Basalt stones for Deepmal (Deep holders) of size(1.90 x 0.70 x 0.45 m) in lime mortar 1:1.5 proportion; including lifting the dressed stones upto a height of 4.5 - 6M., setting with stainless steel dowels, pins and fixing with Araldite, hardener, admixture of stone dust/pigment matching the stone shade and curing, recessed pointing etc. complete. The stones shall be dressed full or to template, or as shown in the working drawings. The exposed faces of the stone shall be fine chisel- dressed, and all joints shall be in line, close and not more than 3mm thick. All visible angles and edges to be free from unsightly chippings. Scaffolding charges will be considered separately. 43 Providing Semi-circular Coping Cut-stone Second Sort, 22.5 cm. (9″) height and 52.5 cm. (1ꞌ9″) wide of trap / granite stones in lime mortar 1:1½ with size of stone [0.60 x 0.60 x 0.20 Meter] 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, the stone shall be dressed full or to template, exposed face of the stones shall be fine rough tooled, semi-circular and all joints shall be in line and close and not more than 3 mm. (⅛″) thick, preparing the lime mortar in lime miller, scaffolding, watering and all coping work when handed over to be perfectly clean and free from all mortar stains etc. complete. 44 Providing and fixing Trap Stone Paving, First Sort in lime mortar 1:1, with size of stone [0.45 x 0.30 x 0.15 meter], 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 finely chisel-dressed on the surface and the course to be of prescribed width, true for top 25 mm. (1″), the joints running true, the stones to be laid with joints not exceeding 6 mm. (1/4″) 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. 45 Making of moulding/ grooving/ chamfering on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 46 Making of Carving or relief architectural carving on the surface of the formed stone member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 47 Making of moulding or relief architectural carving on the surface of the formed wooden member, as per given design or drawing, by an expert, artisan craftsman, including light sand papering of the finished member if required. 48 Dutchman repairs of stone sections that severely distressed, reinstallation of new Black basalt stone piece to match existing stone as a fascia of minimum 75mm depth of similar colour and texture and size. The size of the stone piece would be approx. of 150 x 300mm. The fixing of the new stone would employ mortar grout and anchoring technique after neatly cutting out damaged stone profile using one of the following tehnniques : a) Stainless steel pins of 6mm dia threaded at end. b) Helifix treatment 49 Crack Stitching 8mm Helibar Providing and fixing of Helifix Hi-fin reinforcement Helibars 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/sqmm. 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. 50 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 8sqmm, 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 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. 51 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/sqmm along with Helibond grout, a special cementitious grout with low expansion, non gassing and injectable with non shrink thixotropic properties having compressive strength at 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 CemTie 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. 52 CrackBond TE 250 Providing & fixing of CrackBond TE 250ml an injectable special purpose non shrink thixotropic epoxy 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. 53 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. 54 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. 55 Providing injection grouting 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 exisitng cracks or holes in the brick or stone masonry properly upwards with the slurry, scaffolding, curing etc. complete 56 Providing and applying antifungal wash treatment using 3% solution of sodium pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone surface at desired locations as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding). 57 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. 58 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plain lime stucco plaster in 2 layers, including scaffolding, curing, all leads and lifts, etc. complete. 1) The first coat to be laid is a mixture of fine lime and white washing lime in proportion of 2:1,made smooth with wooden rubbers and very lightly beaten. 2)The finishing coat consisting of fine lime, white washing lime, mixed with the appropriate pigment in 1:2:1 proportion is to be applied and well polished with trowels. 59 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 100mm as per design. 60 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.). 61 Providing and fixing Mangalore tiled roofing with class AA tiles including securing the last course of tiles near the eaves with steel flat 40 mm x 3 mm and 1.22 mm wire fixing country teak wood sloping battens of 25 x 12 mm teak wood horizontal battens of 50mm x 25mm over the slopping battens, all iron work and coal tarring the battens etc. complete (Excluding ridge and hip tiles). 62 Providing and fixing Mangalore tile ridge and hip tiles of class AA including scaffolding if necessary, pointing with coloured cement mortar and curing etc. complete. 63 Providing and fixing Teak wood Eaves Board 15 cm.(6″) wide and 12.5 mm. (½″) thick, as per detailed specifications and drawings or as directed including the planks to be best Moulmein teak to be 12.5 mm. (½″) 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 well seasoned and first quality Indian Teak Wood from the Forest Department’s FDCML.” 64 Documentation (still photography & videography) of the conservation process(before, after & every 3 months during process) 65 Preparation of 10-12 min documentary film on Conservation works of vighneshwar temple complex ojhar, of which will include script development, shooting, voice over, post production wherever required as per the script. 66 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. 67 Providing cultural and directionalsignage for information dissemination about templein GRC as per the design and location provided by the conservation architect.
