Tender For Restoration ,Conservation And Development Work At Nandgiri Fort , Ta.And Dist- Nanded- 1 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. 2 Cutting down trees including trunks and branches with girths above 60cm to 90cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any. 3 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 theArchitect 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. 4 Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete 5 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. 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 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. 8 Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. 9 Dismantling brick masonry in lime or cement mortar and stacking thematerils as directed with all leads, lifts etc. 10 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 11 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 buildingarea & 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 0.00 to 1.50 m.) By Manual Means. 12 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. 13 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. 14 Providing Un-coursed Rubble Masonry of trap / granite stonesin 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.. 15 Providing/Re-setting Block In Course Masonry of reuse-stones in lime mortar 1:1½ in plinth asper detailed specifications and drawings or as directed including the stones shall be set in mortar, thebeds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course, theface stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller,bailing out water, scaffolding, wateringandall masonry work when handed over to be perfectlyclean and free from all mortar stains etc. complete. 16 Providing Block In Course Masonry of trap / granite stones in lime mortar 1:1½ with size ofstone.60 x45x22.5cm Cm. in superstructureas per detailed specifications and drawings oras directed including the stones be of approved quality, colour, hard and free from defect of anykind, 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, squareand full, headers shall not be less in length than breadth of ashlar stone plus 45 cm. (1ꞌ6″), the stonesshall be set in mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall belaid in regular course not less than 17.5 cm. (7″) in height, the face stone shall be laid header andstretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandallmasonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. For construction of wall 17 Providing Ashlar Fine Masonry of trap / granite stones in lime mortar 1:1 with average size of stone 60 cm. x 45 cm. x 22.5 cm. in superstructureas 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. completeFor construction of wall 18 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 60 cm. x 45 cm. x 45 cm.. as per detailed specifications and drawings or as directed including the arch stonesbe of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases ofthe entire thickness, the arch stones shall be dressed full and true to their proper shapes with thenecessary summering, twist or winding and be set in fine mortar, the intrados, joints and beds to fair tooled and left full, the cast or keying course to be accurately fitted, at all horizontal joints theintrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or withoutchamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of thering, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be atright angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparingthe lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed overto be perfectly clean and free from all mortar stains etc. complete. 19 Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/granite/quartzite/gneiss metal for R.C.C.wall as perdetailed designsand drawings including steel centering, formwork, cover blocks, laying/pumping,compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimumthickness to give a smooth and even surface or roughening if special finish is tobe provided and curing etc. complete,(Excluding reinforcement and structura steel ) .with fully automatic microprocessor based PLC with SCADA enabled reversibleDrumTypemixer/ concreteBatchmix plant (Panmixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 20 Providing and fixing in position TMT-FE-500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detaileddesigns, drawings and schedules. including cutting,bending,hooking the bars,bindingwith wires or tack welding and supporting as required complete. 21 Providing and fixing weep hole of 100 mm dia PVC Pipe for abutment return, return wall etc. 22 Providing Brick Masonry First Class in superstructureof first quality bricks of size25 x 15x 5 cminlimemortar1:1½,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. 23 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. for soil stabilization 24 Stitching/repairing of structural cracks up to 75mm wide in thevaulted roof /ceilings using local brick & lime mortar matching thetraditional lime mortar and bricks as existing in the historic structureafter raking, cleaning and washing the cracks, as directed by Engineer in-charge, and including all leads lifts and carriage. All complete. 25 Providing and fabricating structural steelwork in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed includingcutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted/welded connections without connecting plates, braces etc. and including one coat ofanticorrosive paint and over it two coats of oil painting of approved quality and shadeetc. complete. 26 Providing and fixing Indian teak wood framed collar beam / king post / queen post truss, with all Iron work including scaffolding, if necessary, and one coat of primer etc. complete for roof purlins 27 Providing Madrass roof Terracing over the wooden planks usingBrick Flooring Laid On Edge in lime mortar 1:1½, with size of bricks 9″ x 4½″ x 2½″,as per detailed specifications and drawings or as directed the bricks shall be selected well-burntbricks of good colour and shape with rubbed joints, the bricks shall be thoroughly wetted beforebeing laid, the brick-on-edge to be laid very carefully, either in parallel rows breaking bonds or inherring bone bond on concrete, the paving joints shall not be more than 10 mm. (⅜″) in thickness,the whole surface should be kept wetted for three weeks, preparing the lime mortar in lime miller,watering and all flooring work when handed over to be perfectly clean and free from all mortarstains etc. complete 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 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 otherwisespecified and shall be done while the mortar is fresh, the mortar shall consists of lime and fine sandshall not be ground fine but sand should be finer, the joints of the pointed work shall be neatlydefined by the pointing, the lines shall be regular and uniform in breadth and the joints shall beraised 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 whenhanded over to be perfectly clean and free from all mortar stains etc. complete 30 Gently cleaning the surface of stone masonryand piers withspecialized water misting techniques employing air water jetusing a fine nozzle sprinkling system calibrated to spray finemist along the stone surface without over wetting followed upby 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 cleaningmay, include using water misting and mild pH balancedsurfactants as specified for indicated areas to remove thesurfce dirt, grit accretions by means of water misting andcleaning etc. complete as directed by the Engineer in Charge.(The rate is inclusive of all materials & labours involved exceptscaffolding). 31 Providing 12mm.thickRoughCastLimePlasterinsinglecoatinlimemortar1: 1½:in 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. 32 Providing Fine Coat of Lime over rough cast plaster in superstructure, as per detailedspecifications and drawings or as directed including the finishing coat is to be applied over roughcast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and wateringcomplete. 33 Providing and fixing solid wooden door of thickness 0.15 m including frame, including all necessary fitting/ hardware like screws, nails,metal spikes ,ornamented nails ,metalpatternsof flower, metal ribets , parliamentary hinges, traditionalMS handmade nails, traditionallocking system (hook and chain), decorative featuresof the approved design, material, size and weight, etc .Item to also include making all the mouldings and design of the panels as in the original detail with all beading, patti, carving, marking, as per original existing designs and size of shutters and providing steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge Item also include all leads, lifts and carriage upto all heights including necessary framework/scafolding etc required to complete the task.Contractor to ensure that moisture content of wood is well within IS codes andAny timber found unseasoned shall be rejected. All timber to be free of knots, cracks etc..Item also includes Anti termite treatment of wood before fixing the frame at site, coating/painting of section of embedded timber coming into contact with masonry with tar application/ solignum. 34 Providing and fixing Teak Wood Panelled Door First Class (1.20 m. x 2.10 m.) with frame 100mm. x 125 mm section and fully panelled shutters double leaf as per detailed specifications anddrawings or as directed including the best quality and well-seasoned Moulmein teak, to be properlyframed and mortised together, the head and stills being provided with horns 15 cm long, all parts set in masonry to be well coated with boiling coal tar, the styles, top, bottom, lock and frieze rails 38mm (1½″) thick with fitted moulding or as specified, the panels 32 mm (1¼″) thick to be raised,feather-tongued in to styles and rails with beaded edges on both sides, each leaf to be hung with 3brass butt hinges 125 mm. with brass screws, furnished with pair of aldrops 16mm. diameter & 300mm. length, pair of patent handles 150 mm., pair of tower bolts 10 mm. dia. & 250 mm. length,tower bolt 10 mm. dia. & 200 mm. length, and pair of hooks & eyes 200 mm. all of brass etc.complete. 35 Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polish, scaffolding if required etc.complete. 36 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, 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 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 pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.For Pavement 37 Providing and Fixing Black stone bench Specification - black stone bench Size-48LX14W×20H With 6×6-2supports to base and 1 inserted inside stone 38 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 Kmas directed by Engineer incharge 39 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 40 Preparing and carrying out videography, Documentary & Shooting of still photographs of Extra copies - 5 X 7 Sizeoutdoor and indoor of roads, bridges, other structures and programme, including preliminarys survey, still shots moving shooting, necessary board for video shooting hiring of vehicle, equipment for video shooting, transportation of all equipment, persons, required for shooting, lighting arrangement as may be necessary, editing, mixing, titling, lettering, sounding including cost of coloured cassette of approved quality etc. complete 41 Book Designing, Publishing and Printing: The work involves printing of a book / guidebook on the fort / monuments and its various aspects, which would provide authentic and precise tourism oriented information. This work involves important photographsof the site, art objects, antiquities, inscriptions etc., which would be useful for educating the masses of the rich cultural heritage of the site, region and state. providing 100 pages coloured books as directed by engineer in charge / ADA
