COMPREHENSIVE CONSERVATION AND REPAIRS OF SHRI VITTHAL RUKHMINI TEMPLE, PANDHARPUR PART 01

Amount

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

Dismantling of heavy unnecessary machinery from a ht of 6-8m and shifting it to 50 to 100 m distance by male mazdoors (heavy) with all necessary equipment, tools etc, and stacking it in appropriate location as directed by the Conservation architect outside the premises etc. complete. (This item is required for the HVAC systems which are not in use and located on top of the main temple.)

Supplying and fixing on hiring/rental basis for the interval of six months in vertical position two telescopic M.S. prop spanning upto 1.5m under deflected beam/lintel/slab/chajjas by using teak wood battens of size 2000 x 150 x 40 for packing between prop plate and the beam/lintel/slab/chajjas bottom surface. Also tied with M.S.tube transom of 40mm dia and dismantling and removing from site when not required as per the directions of engineer-in-charge.

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.

G.I sheet (Patra) Partition: As per Instruction erect the vertical poles at a distance of 8 to 10 feet & on that provide the horizontal poles & prepare the square, on that fix the GI sheet (patra) . Provide the opening in patra where required. Instructions:- 1) In this work Excavation in any type of road, soil, loose or hard rock should be done and after the work Excavated pits should be refill. 2) The rate of the above work is for 3 days and because of if any reason days exceed beyond 3 days Rate as per following will be given a) for 4th day to 30 th day - 3% of original rate.

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.

Removing pointing and other epoxy-based hard material from joints and surface area of Basalt stone masonary manually with chisel and hammer or with the help of electric grinders wherever directed by Engineer In charge. Proper care should be taken not to damage the stone during removal.

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.

Removing brick bat coba including stacking the spoils as directed with all leads, lifts etc, complete..

Removing the tiles, battens and dungry cloth purlins, rafters and ridges etc. from roof, sorting out the serviceable and unserviceable materials and stacking the same as and where directed in the compound, scaffolding etc. complete.

Removing planking from roof or ceiling and stacking them as directed with all leads and lifts etc. complete.

Removing iron pipe railing having wooden or R.C.C or C.C or iron posts and stacking the materials as directed etc. complete.

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.

Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete.

Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete.

Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting service able and unserviceable materials, stacking the same as and where directed in the compound including scaffolding etc. complete.

Removing rafters from roof including the materials as directed with all leads, lifts etc. complete.

Removing R.S. girders of any size and span lowering the same and stacking neatly wherever directed in the compound scaffolding etc. complete.

Dismantling wooden boardings in lining of walls and partitions and plankings in ceiling, eaves or barge board, eaves plate, excluding supporting members but including stacking within 50 metres lead :Thickness above 25 mm up to 40 mm

Dismantling brick masonary in lime or cement mortar and stacking the materials as directed with all lead, lifts, etc.

Dismantling stone masonary in lime or cement mortar including stacking the materials as directed with all lead, lifts, etc..

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.

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum watering, ramming etc. complete. (Lift upto 1.5 m). By Mechanical Means

Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.

Providing and laying Cast in situ /Ready Mix cement concrete in M-10 of trap /granite /quartzite /gneiss metal for foundation and bedding including bailing out water, Steel centering, formwork, laying/ pumping, compacting, roughening them if special finish is to be provided, finishing if required and curing complete, with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer /concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (UCR for Chain link fence)

Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap /granite /quartzite /gneiss metal for R.C.C. work in foundations like raft, strip foundations, grill age and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork, cover blocks, laying/ pumping, compaction and curing roughening the surface if special finish is to be provided( Excluding reinforcement and structural steel) etc. complete, with fully auto matic micro processor based PLC withSCADA enabled reversible DrumType mixer/concrete Batch mix plant(Panmixer)etc.complete. With fine aggregate (Crushed sand VSI Grade)

Providing and laying Cast in situ/ Ready Mix cement concrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawings or as directed including steel centering, formwork, coverblocks, laying/ pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete, (Excluding reinforcement and structural steel). 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)

Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. 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)

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.

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.

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

Filling in plinth and floors with approved excavated material in 15 cm . To 20 cm. layers including watering and compacting etc. complete.

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 2.5 km, away from the site and cleaning the site properly.

Providing and applying Goa sand blasting to any stone surface to smooth a rough surface by using required compressed air pressure with all tools, tackles, machinery and required skilled labour including lead and head load for machinery and material with all types of charges and taxes, excluding GST (Note :Scurtiny of use of sandblasting on one deepmal is necessary before remaining quantity as per instructions of conservation architect.)

Specialised stone cleaning to remove oil or emulsion paint, stains or dark patches, layers of Impervious coatings, cementatious layers, rust stains from surface of stone with chemicals, thinners, solvents, or soft Teepol type soap solution 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 solvents, patent cleaning product or use of pressurised micro abrasives as necessary. Test patches would need to be undertaken to assess efficiency 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 texure

Gently cleaning the surface of stone masonary and piers with specialized water misting techniques employing air water jet using a fine nozzle sprinkling system caliberated to spray fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushes and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetation growth etc. as specified. Gentle surface cleaning may include using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt, grit, accretions by means of water misting and cleaning etc. complete as directed by the Engineer in charge.

Repairing to the existing RCC structural members (vertical or horizontal) using ready mix Polymer Modified Mortar (Fibre reinforced structural grade repair mortar) of approved brand where the thickness of repair is upto 30 mm in two layers. It can be used for carrying out extensive repairs to beams, columns, slab, and other structural elements, repairing of structural members subjected to repetitive loading for strengthening. Procedure for carrying out repair Polymer Modified Mortar -

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.

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.

Providing antitermite treatment to the wooden frames of doors /windows of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at four corners on one side and four corners on other side at a downward angle of about 45 degree at the junction of wood work and masonary and injecting150ml. of chlorodane 5% W.C. and sealing by filling putty etc. complete covering 2 years guarantee on bond paper.

Providing antitermite treatment to the joints of wooden beams / joist used for the roof work of the existing building as per I.S. 6313 (Part-III) by drilling 6mm dia. holes at a downward angle of about 45 degree at the junction of wood work and masonary and injecting 80ml. of chlorodane 5%W.C. and sealing by filling putty etc. complete covering 2 years guarantee on bond paper.

Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface area covering 10 years guarantee on bond paper.

Providing and fixing Burma T.W beams, girders, joists, rafters, purlins of size (upto 6m in span, 0.15m x 0.15m) for roofing/ floor/ any wooden members including scaffolding if necessary etc. complete.

Providing and fixing Burma T.W columns (upto 6m ht., 0.30m x 0.30m) for proposed structures including scaffolding if necessary etc. complete.

Providing and fixing Indian teak wood framed collar beam/ kingpost/ queen post truss, with all Iron work including scaffolding, if necessary, and one coat of primer etc. complete.

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted/ bolted/ welded connections without connecting plates, braces etc. and including one coat of anti corrosive paint and over it two coats of oil painting of approved quality and shade etc. complete

Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete.

Providing and fixing Country cut teak wood partly veneered and partly glazed partition with 75 mm x 50 mm frame at 60 cm center and 9 mm thick commercial ply on both sides, decorative veneer of 4 mm thick and plain glass 5 mm thick, including French polishing etc.complete

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 kg/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat 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

Solid Core Flush door Single leaf Providing and fixing factory made solid core flush door in single leaf 35 mm thick, decorative types, of exterior grade, as per detailed drawings, conforming to I.S.:2202 - 1962 (Revised) with approved face veneers on both faces with/without glazing and venetians in the positions shown on the drawings or as directed, all necessary beads, moulding and lipping, holdfasts, mat finish stainless steel fixtures fastenings , finishing with french-polish/ waxing complete. (without door frame).(Sample to be got approved from Ex.Engineer before use) Commercial Hard Wood shutter

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

Providing and fixing solid wooden door of thickness 0.025 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

Providing and fixing jaali wooden door of thickness 0.03 m including fixing 8mm dia MS round bars,frame, pivot and providing rust proof paint to iron patti, pointed nails, steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge

Providing and fixing jaali wooden window of thickness 0.03 m including fixing 8mm dia MS round bars,frame, pivot and providing rust proof paint to iron patti, pointed nails, steel roller, track for movement of wooden shutter etc. complete as directed by Engineer in charge

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.

Providing and fixing teak wood railing of 1.8 m height in the temple mandap as per detailed drawings with top and bottom rails of size 0.075 x 0.15m and balusters of 0.05 x 0.05m, each supported by the vertical newel posts of 0.075 x 0.15 x 1.8 m with newel cap of size 0.1 x 0.1m as 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).

Providing and fixing Indian T.W. planking 50 mm thick for flooring plained on both sides, tongued and grooved including scaffolding, if necessary, and one coat of primer etc. complete.

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.

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.

Providing Un-coursed Rubble Masonry of trap 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 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Flooring as per the site requirement of size of stone [0.60 x 0.45 x 0.15 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Flooring as per the site requirement of size of stone [0.45 x 0.30 x 0.15 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Brackets as per the site requirement of size of stone [0.60 x 0.60 x 0.30 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for 4-way Brackets as per the site requirement of size of stone [1.20 x 1.20 x 0.50 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Chajja as per the site requirement of size of stone [1.05 x 0.45 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Walls and Parapet as per the site requirement of size of stone [0.50 x 0.50 x 0.30 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Beam as per the site requirement of size of stone [2.70 x 0.50 x 0.50 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Slab stone as per the site requirement of size of stone [1.50 x 0.60 x 0.30 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Karnashila as per the site requirement of size of stone [1.85 x 0.90 x 0.30 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Arch stone as per the site requirement of size of stone [0.60 x 0.60 x 0.40 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Dome Kapcha stone as per the site requirement of size of stone [0.20 x 0.15 x 0.05 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Talkhada as per the site requirement of size of stone [0.60 x 0.60 x 0.60 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Deepmal stone as per the site requirement of size of stone [0.60 x 0.45 x 0.30 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, 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.

Providing Ashlar Fine Masonry of trap stones in lime mortar 1:1 for Deepmal holders as per the site requirement of size of stone [1.09 x 0.70 x 0.45 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, 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.

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.

Providing Ashlar Rough-tooled Stone Steps of trap / granite stones in lime mortar 1:1½ with size of stone [0.60 x 0.40 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 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.

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.

Providing Block In Course Masonry of trap (black basalt) in lime mortar 1:1½ with size of stone [ 0.60 x 0.30 x 0.30 m] for columns and pillars 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.

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.

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 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. (¼″) 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.

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.

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.

Providing and laying Antiskid Ceramic tiles of approved quality of size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing etc. complete.

Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete

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

Providing and fixing mild steel grill railing 20 Kilogram/sq.m with teak wood hand rail of size 75mm x 60 mm.and sill of 75mm.x 25 mm.and newel posts for staircases, including fabricating, fixtures, erecting, painting the grill work with one coat of anti-corrosive paint and two coats of oil painting with approved colour and polishing the sill, hand rail and the newel post with french polish.

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.

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.

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.

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.

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.

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.

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

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 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 be raised 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, scaffolding, watering and all work when handed over to be perfectly clean and free from all mortar stains etc. complete

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.

Providing and applying lime-fine Goa sand plaster uniformly for new statues over Shikhara in 1:1 proportion in 3 layers, for repairs of total weathering of the plaster surface, large cracks, etc. with addition of Gugal, hemp, bel fruit pulp and jaggery, including scaffolding, curing, all leads and lifts, etc. complete. 1) The rough base coat 10 mm thick is to be applied evenly (using steel reinforcement as required), using the existing statue profiles as a base, or as per given design reference, and uniformly, well pressed into the joints and well profiled for 1.5 days with hand tools with occassional curing. 2) The 2nd coat is 12 mm thick lime-surkhi-fine goa sand plaster is to be applied evenly and uniformly, and well-worked with hand tools to form the finer features and details. 3) The 3rd coat to be laid is a mixture of fine lime and white washing lime in 2:1 proportion, made smooth with wooden rubbers, and very lightly beaten. The finishing coat, consisting of fine lime and white washing lime, mixed with the appropriate pigments in 1:2:1 proportion is to be applied and well polished with trowels.

Providing Fine Coat Of Lime over rough cast plaster in superstructure, as per detailed specifications and drawings or as directed including the finishing coat is to be applied over rough cast plaster and well-polished with trowel, preparing the lime mortar, scaffolding and watering complete.

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.

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.

Applying breathable, non-reactive, antifungal, and water repellant Silane/ Siloxane chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacture, diluted with solvent mineral Turpentine oil in the ratio of 1:12 (One part of approved chemical: 12 Part of Turpentine oil), on the existing Basalt stone masonry surface with two or more coats to give uniform application of chemical on the surface, all complete as per direction of Engineer-In-charge (The rate is inclusive of all materials & labours involved except scaffolding).

Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with brush or spray on the existing stone masonry surface till there is no further absorption of chemical by stone surface, including protecting the applied surface from direct sunlight by suitable means during application, all complete as per direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours involved except scaffolding).

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).

Providing Soil Bag Support to the monument with contractor´s soil in proper layers carefully as directed by Engineer in-charge 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.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete (300 mm dia. R.C.C. pipe)

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).

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.

Providing and fixing Indian teak wood eaves boards 15 cm wide and 25 mm thick plain decorative type including scaffolding and painting with two coats etc. complete.

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.).

Providing and fixing colour coated Zincalume (R) AZ150 (min 150 gms/ sq.mt. total on each side) profiled sheets for roofing. The feed material is manufactured out of nominal 0.45mm Base Metal Thickness (BMT) (0.5mmTCT), Hi-strength steel with min.550 MPa yield strength, metallic hot dipcoated with Aluminium-Zinc alloy (55% aluminium 43.4% zinc 1.6% silicon) with COLORBOND (R) steel quality super durable polyester paintcoat (within organic pigment). The paint shall have a total coating thickness of nominal 35um, comprising of nominal 25um exterior coat on top surface and nominal 10um reverse coat on back surface. Profile sheet shall have nom. 950-1050mm effective cover width and nominal 25-30mm deep ribs with subtle square fluting in the five pan at nominal 180-250mm center-to-center. The end rib shall be designed for anti-capillary groove. and return leg. The feed material should have coil manufacturers product details marked a regular interval. Including fasteners with min. fastened with min. 25um Zinc-Tin alloy coated, Hexhead, self-drilling screw etc. complete. (weight of profile 4.52 Kilogram/ One Square Metre)

Galvanised iron sheet 1 mm (20 B.W.G.) eaves precoated gutter 200 mm to 230 mm wide and 100 mm to 125 mm deep moulded or half round girth upto 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.

Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bituminous poured filler, fixing lead, flashing on upper side and T.W. battens on inner face finishing etc. Complete as directed.

Providing and laying perforated PVC 160 mm dia pipe in proper line,leveland slope including necessary material fitting etc.complete.

Providing and fixing 10cm C.I. Nahani Trap including C.I. grating bend and piece of C.I. pipe upto the outside face of the wall complete.

Providing and laying in trenches 25 mm dia. heavy grade having embossed as ISI Mark galvanised iron pipes of 3.01 Kilogram/ metre necessary fitting remaking good the demolished portion with filling trenches and with primer of anti-corrosive oil paint, 2 coats complete. Including necessary scaffolding and removing existing pipeline if necessary and conveying and stacking the same in PWD chowky or as directed etc. complete.

Providing, laying and 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.

Providing and fixing P.V.C. Rainwater pipes of 110mm outer diameter and having wall thickness of 2.2 to 2.7mm confirming to I.S.13592-1992 including proper rain water receiving recess with P.V.C. plug, bend, necessary fittings, such as, offsets, shoes, inluding fixing the pipe on wall using approved wooden cleats projecting 25mm to 40mm from face of wall afixing with clips of approved quality and One Number, filing the joint using rubber gasket with solvent cement and properly resting the shoe of pipes on C.C. or masonry blocks, including necessary scaffolding and maintenance for 3yrs for any leakages or dislocations of pipes. All the P.V.C. fittings and additional 2 piece socket clips shall be got approved from engineer in charge etc.complete.

Providing and fixing C.P. BIB cock with wall flange jaquar or equivalent make continental (CAT.NO. CON-047) including necessary sockets/ union nut etc. complete

Providing and fixing push cock (Self closing tap) symet type of 20 mm dia. including necessary socket, testing etc. complete.

Providing and fixing 15cm x 10cm salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap.

Providing and fixing white glazed earthenware Wash Hand Basin of 45cm x 30cm size including cold water pillar tap/cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including P.V.C. waste pipe and trap up to the outside face of the wall. Making good the damaged surface, testing etc. complete.

Providing and fixing 1st class white glazed earthenware Orissa Type W.C. Pan 580 mm dia including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 mm thick, 10 liter P.V.C. flushing cistern with all necessary pipe connection etc. complete.

Providing and fixing European type white glazed earthenware coupled closet symphonic trap with symphonic low level white glazed 10 litres cistern with black backlite seat with all necessary pipe connection etc. complete.

Providing soak pit of size 120 cm x 120 cm x 120 cm including excavating and filling with brick-bats

Kitchen Trolley Providing and Fixing stainless steel kitchen trolley of overall 26 " height and 22" depth,supported on aluminium pipes ,trolley basket made out of 5 mm stainless steel rod fitted on telescopic channel of size 1.5 " x 20 " x 22 " on both sides of trolley of 12 " or above size, panel having 40Kilogramload bearing capacity of trolley made out of 20 mm PUC coated plywood and colour combination as directed by E-I-C.Inner side of panel covered by white mica ,100 mm s.s. decorative handle.(The width and height of individual compartments shall be kept as directed by Engineer-in-charge)

Executive's Table @ 1800Lx900Dx750HT Providing & Fixing of Table @ 1800Lx900Dx750HT - TOP & GABLE END to be made of Membrane finish with soft water fall edges & curved panel & Decorated Anodized section MODESTY PANEL to be made of 18 mm thick Prelaminated particle board with PVC edge band as per drawing

Free Standing Table @ 1500Lx600Dx750HT Providing and fixing Table of Size 1500 x 600 x 750 mm. Top: made from 25 mm Prelaminated Particle board. All edges are covered by 2 mm. Thk. PVC edge bands glued by hot melt glue applied by auto edge banding machine. Legs : C Shape made from CRCA Sheet with Powder Coat finish. Modesty panel : Made from 18mm both side prelaminated particle boards.All edges are covered by 0.8mm PVC edge bands glued by hot melt glue applied by auto edge banding machine.KEYBOARD TRAY ( WITHOUT MOUSE TRAY ) :- Metal Powder Coated - Black Color, CPU TROLLEY :- Metal Powder Coated - Black Color, 3 DRAWER PEDESTAL UNIT having overall size 392L x 450D x 680Ht. mm. with central lock and key. Drawers and body are complete metal with powder coat finish, facia in 18 mm prelaminated particle board,

Sofa Set 3+1+1 Providing & fixing Sofa Set 3+1+1 Brown and Cream leather DIMENSION Length: 182.5 (cms) Breadth (cms): 100 (cms)Height (cms): 100 (cms) Weight (Kilograms): 66 (Kilogram) Seating Capacity: Five Seat

Providing & Arrangemnt of High Back Chair - TILT MECHANISM WITH MULTILOCKING, HIGH DENSITY CUSHION ON SEAT COMPOSITE LEATHER WITH METALLIC SILVER FINISH BASE AND ARMS WITH P.U.CASTORS GASLIFT FOR HEIGHT ADJUSTMENT.

Providing & Arrangemnt of MId Back, Normal Syncro Mechanism , Fixed Armrest , Gaslift for Seat height adjustment, Standard 5-prong/Nylon Base with Leather Upholstery

Public Seating Chair. - 3 Seater Providing and Fixing 3 seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.

Providing and preparing kitchen otta up to 75 cm width,made up from 30 mm thick and 75 cm high vertical support for kadppa at 1 m. c/c of 25 mm thick both side polished kadappa middle shelf and bottom of 20 mm thick one side polished kadappa with facia patti of 20 x 50 mm kadappa including all material labour cutting fixing with cement mortar and araldite curing polished and cleaning etc. complete.

Preparing Shrubbery : Excavating the ground to a required depth of 30 cms. Removing rubbish and Conveying unwanted stuff to a required distance as directed. Filling fresh garden soil and manure in excavated area in 3:1 proporstion to a height of 30 cms. Mixing garden soil and manure thoroughly well, leveling, watering on previous night. Planting well developed shrub plants. 0.5 m height, 0.45 mt. apart as directed and maintaining till well established by watering, weedings, stirring replacing, replacing casualatie etc. complete. Following Species to be Included in shrubbery : A) Kaner, B) Spider Lily

Maintenance of garden in all respect for keeping gardening in good condition such as weeding, cleaning, watering, cutting, gap filling, manuaring, cutting, and composting and preparation of bed plantation, trees, shrubs, flowerbed with toilet washing and cleaning for a 1 month

Providing detailed layout plan of area in scale 1:500 including carrying out contour survey and detailed Engineering plane table Survey with the help of 24 'Alidade. The dolomite area measurement of the plot and structures, trees, overhead line and underground service amenities within the area, with triagular method and giving detaile so the structures, such as total area, type of building and distance from all corner staking trial pit 0.5 x 0.5 x 2.00m.-2Nos. per acre and collection of record from city survey /D.I.L.R. authorities and authentication. The plan shall be traced on 75 micron polyster film and shall be submitted along with three Amonia prints.The contour levels shall be marked at 0.5 Meter intervals. Note:-The items includes- 1) Traversing work with theodolite and steel tape. 2) Levelling Grid Work of the terrain. 3) Detailed Engineering Survey and contouring work of the terrain. 4) Plotting work. 5) Collection of Record. b) Above 1 Acre

Providing detailed geological reports of proposed site by maintaining geotechnical investigation of structure stratification collecting soil, rock and ground water samples for laboratory tests to arrive the foundation design parameters . Rock properties such as type of rock, jointing fractures, etc. complete with suggestion about the site foundation and remedies.

Taking the trial pit for roads, alignment, C.D. Works in Hard murum, including stacking the excavated material including all lifts and necessary back filling upto depth 3.0 meters

Conservation of stone images in the temple premise as speficied by the conservation architect

Conservation of marble images in the temple premise as speficied by the conservation architect

Documentation (still photography & videography) of the conservation process(before, after & every 3 months during process)

Preparation of 5 - 6 min documentary film on “ Conservation works at shree vitthal rukhmini temple premise” of which will include Script Development, Shooting, Voiceover, Post Production wherever required as per the script

Providing cultural and directional signage for information dissemination about the temple in GRC as per the design and location provided by the conservation architect.

Providing and fixing Directional & Instructional Signage in the acrylic board to be used indoor spaces. SS screws to be used for fixing the signage to the wall/ wooden surface..

Providing lettering as part of the signage (Cultural, directional and informatory) for information dissemination about the temple in GRC as per the design and location provided by the conservation architect.

Providing and fixing Invisible railing in the specified location with metal frame as directed by conservation architect

Providing pigeon net with 1" square mesh complete with installation. Installation kit includes SS hooks.

Appointing Junior Engineer for supervision on site and execution on site, day to day report to be made and provide to site engineer for next Two years.

Appointing Research Assistant for carrying the necessary rearch during the execution on site, day to day report to be made and provide to site engineer for next Two years.

CONSTRUCTION TECHNIQUE