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Tender For Proposed Conservation And Repair Work To Naroshankar Temple, At.Panchvati,Tq.Dist.Nashik, nashik-Maharashtra

Tender Notice

51783679
Tender For Proposed Conservation And Repair Work To Naroshankar Temple, At.Panchvati,Tq.Dist.Nashik
Tender
Indian
Maharashtra
Nashik
24-10-2025

Tender Details

Proposed Conservation And Repair Work To Naroshankar Temple, At.Panchvati,Tq.Dist.Nashik - Removing grass, gazer grass and disposing off out of building premises including making clean the ground by shovel and phavaras etc. complete.SSR 2022-23 Page No.157 Item No. 21.34 2 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 the Architect or other patented chemical biocide treatment such as biocide Glycel(iso proplamine salt of glyphosate) or other chemical as specified by the Engineer incharge etc. complete.SSR 2022-23 Page No.301 Item No. 46.58 3 Removing old paint from steel and other metal surfaces and making the surfaces even with hand scrapping, scaffolding etc. complete. SSR 2022-23Page No. 224 Item No. 35.18 4 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete SSR 2022-23Page No. 297 Item No. 46.19 5 Removing lime or lean cement concrete including stacking the spoils as directed with all leads, lifts etc, complete S.S.R. 2022 - 23 Page No.296,Item No.46.12 6 Removing brick bat coba including stacking the spoils as directed with all leads,lifts etc, complete. SSR 2022-23Page No.296 Item No.46.14 7 Removing the existing cement plaster of any thickness without causing dust nuisance and stacking the debris upto a distance of 50 metres or spreading in the compound and cleaning the site etc. complete.S.S.R. 2022 - 23 Page No.211,Item No.32.33 8 Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etcS.S.R. 2022 - 23 Page No.296,Item No.46.09 9 Removing doors and windows with frames and stacking the materials as directed with all leads, lifts etc. complete S.S.R. 2022 - 23 Page No.296,Item No.46.15 10 Removing G.I. or A.C. sheet roofing including purlins, principal rafters etc. including sorting serviceable and unserviceable materials, stacking the same as and where directedinthe compound including scaffolding etc. complete.S.S.R. 2022 - 23 Page No.235,Item No.38.26 11 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.SSR 2022-23Page No.297 Item No.46.29 12 Removing wooden or A.C.partition including frame work and stack-ing the materials as with all leads, lifts etc. complete.SSR 2022-23Page No.296 Item No.46.17 13 Dismantling flat wooden orA.C. Sheet ceiling with framework including stacking the materials as directed with all leads, lifts etc. complete..SSR 2022-23Page No.296 Item No.46.06 14 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.SSR 2022-23Page No.299 Item No.46.42 15 Providing and fixing Jute Kantan (Tarat) screen to the scaffold-ing for external guniting as directed including removing the same after the work is over etc. complete.SSR 2022-23Page No.298 Item No.46.38 16 Specialised Stone cleaning to remove oil or emulsion paint,stains or dark patches,layers of impervious coatings,cementious 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 solvant,patent cleaning product or use of pressurised micro abrasive as necessary.test patches would need to be undertaken to asses efficeincy 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 textureNON SSR R.A.34 17 Gently cleaning the surface of stone masonary with specialised water misting technique employing air water jet usinga fine nossle sprinkling system calibrated to sprey fine mist along the stone surface without over wetting followed up by gentle brushing with soft nylon brushesand removing dirt,dist,bird dropping,grease,oil,algae,fungus,monkey beats,vegetable growth,etc as specified.gentle surface cleaning using water misting and mild pH balanced surfactants as specified for indicated areas to remove the surface dirt,grit accretion by means of water misting and cleaning etc.complete as directed by engineer in chargeBMC -USOR-R3-CS-CH-1,2023 18 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. 19 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.NON SSR R.A No.203 20 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 .NON SSR R.A No.204 21 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 Non - S.S.R. Item From Rate Analysis No. 136 of Deapartment Rate Abstract 22 Providing Lime Pointing to brick 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.Non - S.S.R.Item From Rate Analysis No. 138 of Deapartment Rate Abstract 23 Providing injection 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 stabilizationNon S.S.R. 24 Excavation for foundation in earth, soils of all types sand, gravel and soft murum,Including removing the excavated matreial upto a distance of 50 M beyond the building area stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling ,ramming, watering Including shoring and strutting etc.complete ( Lift upto 1.50m ) SSR 2022-23Page No.153 Item No. 21.01(By manual Means) 25 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complete. SSR 2022-23Page No.157 Item No. 21.40 26 Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Vibratory roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.SSR 2022-23Page No.346 Item No. 50.60 27 Providing and laying cast in situ 1:2:4 Lime Concrete of Trap stone metal for foundation and bedding as per detailed specifications and drawings or as directed including centring, formwork, laying/pumping, compacting, preparing the lime mortar in lime miller and then mixing with coursed aggregate in drum mixer, bailing out water, watering etc. complete.NON SSR R.A. No. 4 28 Providing Un-coursed Rubble Masonry of trap / granite stones in lime mortar 1:1½, in foundation and plinth as per detailed specifications and drawings or as directed including the stones to be set in the work as received from the quarry, after merely knocking 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..(NON SSR R.A No.87) 29 Providing Block In Course Masonry of trap / granite stones in lime mortar 1:1½ with size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, 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, scaffolding, watering and all masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete.NON SSR 39 30 Providing/Re-setting Stone Paving, Second Sort of reuse-stones in lime mortar 1:1½, per detailed specifications and drawings or as directed including the joints running true, the stones to be laid with joints not exceeding 8 mm. (5/16″) 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 beperfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No.152 31 Providing and fixing Stone Paving, SecondSort in lime 1:1/2 mortar, with average size of stone 0.45 m. x 0.30 m. x 0.15m. as per detailed specifications and drawings or as directed including all stone slabs to of approved quality, hard, even, sound, durable and uniform thickness, the stones to be very finely chisel-dressed on the surface and the course to be of prescribed width, the joints running true, the stonestobelaidwithjointsnotexceeding 6mm.(¼″)thick andtobe evenlyandfirmly bedded flush in mortar on the concrete and no hollow left, side to be dressed true and as per shape at least half the depth from the face, preparing the lime mortar in lime miller, watering and all pavingwork when handed over to be perfectly clean and free from all mortar stains etc. complete.flooring for ghat and parking NON SSR R.A. No.151 32 Providing and fixing Stone Paving, First Sort in lime mortar 1:1, with size of stone 0.45 m. x 0.30 m. x 0.15 m., as per detailed specifications and drawings or as directed including all stone slabs 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. NON SSR R.A. No.149 33 Providing/Re-setting Ashlar Rough tooled 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. NON SSR R.A No.16 34 Providing Ashlar Rough Tooled Masonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, 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. NON SSR R.A. No15 35 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. NON SSR R.A No.12 36 Providing Ashlar FineMasonry of trap / granite stones in lime mortar 1:1 with size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind, 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. NON SSR R.A. No11 37 Providing/Re-setting Ashlar Fine Stone Steps of reuse-stones in lime mortar 1:1 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. NON SSR R.A No.62 38 Providing Ashlar Fine Stone Steps of trap / granite stones in lime mortar 1:1with size of stone 0.6m. x 0.400 m. x 0.220 m. 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 fine dressed 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. NON SSR R.A. No.61 39 Providing Ashlar Fine Masonry of trap / granite stones for GAUMUKH in lime mortar 1:1 with average size of stone 0.60 m. x 0.45 m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 40 Providing Ashlar Fine Masonry of trap / granite stones for TADKHADA(BASESTONE) in lime mortar 1:1 with average size of stone 0.60 m. x 0.60 m. x 0.60 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 41 Providing Ashlar Fine Masonry of trap / granite stones for Columns/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.6 m. x 0.6 m. x 2.70 m in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 11 42 Providing Ashlar Fine Masonry of trap / granite stones for Beams/Ganesh Patti/Lintel/Chandrashila/Ardha-Chandrashila in lime mortar 1:1 with average size of stone 0.51 m. x 0.51 m. x 2.70 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 43 Providing Ashlar Fine Masonry of trap / granite stones for CIRCULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 44 Providing Ashlar Fine Masonry of trap / granite stones for FOURWAY BRACKET/RECTANGULAR BRACKET in lime mortar 1:1 with average size of stone 0.70m. x 0.70 m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 45 Providing Ashlar Fine Masonry of trap / granite stones for KARNSHILA CAP,KARNSHILA STONES in lime mortar 1:1 with average size of stone 1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 46 Providing Ashlar Fine Masonry of trap / granite stones for SLAB in lime mortar 1:1 with average size of stone 0.6m. x 0.60 m. x 0.508 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 47 Providing Ashlar Fine Masonry of trap / granite stones for CHAJJA STONES in lime mortar 1:1 with average size of stone 0.9m. x 0.60m. x 0.216 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 48 Providing Ashlar Fine Masonry of trap / granite stones for KAKSHASHAN in lime mortar 1:1 with average size of stone1.85m. x 0.90m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,dressing every stones fine tooled on all beds, joints and faces, full true if the surface are plane or to uniform curves or twists if required, the stones shall be set in fine mortar, the beds or joints being in no case more than 3 mm. (⅛″), the stone shall be laid in regular course not less than 30 cm. (12″)in height averaging 4½ c. ft., the face stone shall be laid header and stretcher alternately, preparing the lime mortar in lime miller, scaffolding, wateringandall masonry work when handed over to be perfectly clean and free from all mortar stains etc. complete NON SSR 11 49 Providing Ashlar Fine Masonry of trap / granite stones for Galtha in lime mortar 1:1 with average size of stone 0.70m. x 0.70m. x 0.30 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,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 Stone curved shape chajjafor Temple. NON SSR 11 50 Providing Ashlar Fine Masonry of trap / granite stones for Parapet in lime mortar 1:1 with average size of stone 0.60m. x 0.45m. x 0.23 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,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 Stone curved shape chajjafor Temple. NON SSR 11 51 Providing Ashlar Fine Masonry of trap / granite stones for Shikhar Urshringe block in lime mortar 1:1 with average size of stone 0.40m. x 0.40m. x 0.81 m. in superstructure as per detailed specifications and drawings or as directed including the stones be of approved quality, colour, hard and free from defect of any kind,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 Stone curved shape chajjafor Temple. NON SSR 11 52 Providing Ashlar Arching of trap / granite stones in lime mortar 1:1, with size of stone 60 cm. x 45 cm. x 30 cm. as per detailed specifications and drawings or as directed including the arch stones be of approved quality, colour, hard and free from defect of any kind, the arch stones in all cases of the entire thickness, the arch stones shall be dressed full and true to their proper shapes with the necessary 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 the intrados to have a 2 cm. (¾″) chamfer, the face stone may be tooled or rock-faced with or without chamfer as directed, in arches up to 60 cm. (2ꞌ) in depth all stones shall be of the full thickness of the ring, arches to be built on proper centring, the bed joints shall be radial and the side joints shall be at right angles to the bed joints and the thickness of the joints shall not exceed 5 mm. (3/16″) preparing the lime mortar in lime miller, cantering/scaffolding, watering and all archwork when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR R.A. No125 53 Providing Brick Arching Second Class of second class bricks of size 9″ x 4½″ x 2½″ in lime mortar 1:1½ as per detailed specifications and drawings or as directed including the bricks to be of uniform size, 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 to be laid in concentric half-brick ring, the joints are to be properly summered and not to exceed 17 mm. (⅔″) in thickness, the joints to be truly radial to the curve at all points, great care to be taken that the rings are bonded together properly,whenever the joints of any of the rings come to a summering or plane face, all arches to be turned on centrings, preparing the lime mortar in lime miller, cantering/scaffolding, watering and all arch work when handed over to be perfectly clean and free from all mortar stains etc. complete. NON SSR 133 54 Providing Brick Masonry Second Class in superstructure with size of brick9″ x 4½″ x 2½″ in lime mortar 1:1½, as per detailed specifications and drawings or as directed including the bricks to be of uniform size, moulded ground, 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 theface work when it is not to be plastered, the joints are not to exceed12.5 mm. (½″), no bats or half brick to be usedin the work, racking out joints where pointing or plastering tobe 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. NON SSR 119 55 Carving ornamental work including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete. The charges for chisscling & dressing on stone surface for govering at the stone surface after chisling a fine surface rate for as per market rate. 56 Caving ornamental work on surface including moulding, grove, chisseling & dresing the same part with fine finishing as per existing/similar type of work of on the stone surface of any type & size or as directed by engineer in charge etc. complete.The charges for chiseling & dressing on stone surface for ornamental carving work surface etc. as per existing design. pattern and form as directed by engineer in chargeRates as per R.A. No. 29 57 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.For Lowering Down NONSSR206 58 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.For Restoring NONSSR206 59 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. NON S.S.R. R.A.6 60 Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete SSR 2022 - 23Page No.245 Item No.39.01 61 Providing and fixing Country cut teak wood double or single leaf panelled shutters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detailed drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work with oil painting 3 coats complete SSR 2022 - 23Page No.246 Item No.39.08 62 Providing and applying melamine polish of required finish to the wood work byspray machine including knotting and preparing the even surface by scraping,applying French polish , scaffolding if required etc. complete.Note:The work to be executed on prior approval of Superintending Engineer will be necessary.SSR 2022 - 23Page No.222 Item No.34.09 63 Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt.SSR 2022 - 23Page No.294 Item No.44.10 64 Providing12 mm. thick Rough Cast Lime Plaster and 10 mm thick in doublecoat in lime mortar 1:1/2 and 1:1(22 mm) lime putty fine coat on last layer in plinth, as perdetailedspecificationsanddrawingsorasdirectedincludingalljointsinmasonryandbrick work are to be racked out to a depth of at least 20 mm. and the wall to be washed with fresh water andthoroughlywettedforsixhoursbeforeplastering,theplastertobeappliedinanevenand 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 jaggary and 640grampulpofwoodapple(Belfruit)in90to135litreofwater,theplasterbeingwetted 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, watering and allwork when handed over to be perfectly clean and free from all mortar stains etc. complete.NONSSR RA142 65 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.NON SSR 2022 - 23 66 Providing and applying integral fine coat, with addition of colour pigments, as paint to the plainlime 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. .NON SSR 2022 - 23 67 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 withsolventmineral Turpentineoil in the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the existing sandstonemasonry surfacewith two or more coats to give uniform application of chemical onthe surface, all completeas per direction of Engineer-In-charge (The rate is inclusive of allmaterials& labours involved except scaffolding).Non - S.S.R. 68 Disposing of dismantling materials of R.C.C./ stone / brick masonry / derbies, excavated material / soil / murum / rubbish material or vegetation / grass / shrubs etc., from work site beyond the 5km. SSR 2023-24STATEMENT C1 PG NO.459 69 Providing and fixing of retro-reflectorised informatory sign board rectangular /Square in shape having area greater than 0.9 square meter made out of 2mm aluminum sheet bonded withwhite 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 reto reflctive symbols,letters, numerals, arrowasper IRC:67-2012TableNo8.3, supported with back support frame25mmx25mmx3mm,duly painted on back side with two coats of grey stove enamel paint and supported on one Number mild steel angle iron post 75mmx75mmx6mm,3.5mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cmx45cmx60cm,60cm below ground level asper approveddrawingTheangle ironpost 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 / supportingstructureafter fixingat sitehas tobeelectrically welded.ClassB(TypeIVHighintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have7 yearswrittenwarranty fromthemanufacturerandauthoriseddistributor / convertor issued for field performance including the screen printed areasandcut-out sheetingandcut-out durable transparent overlay film and this warrantySSR 2022 - 23Page No.58 Item No.6.34 70 Providing and fixing Required Size Granite plate engraving 10 cm. Height letter, figures including painting the lefters/figures with approved colour and shade complete SSR 2022-23Page No.294 Item No.44.12 71 Public Seating Chair. - 3 Seater Providing and Fixing 3seater Public seating chair made of complete metal with Legs in Crome finish and seates in silver powder coating finish.SSR 2022-23Page No.359 Item No.51.44 72 Supplying and erecting Solar Street Light Non SSR 73 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. completeNON SSR 74 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 Non SSR 75 Preparation of Photogrammetric and LiDAR Survey Plan of the Monuments/Sites to delineate Protected & Controlled Areas. Scope Photogrammetry, LiDAR, UAV/drone-based surveying, geo-tagging monuments. Non SSR 76 Carrying of detailed topographic survey by using total station along the existing or new road including taking L-section and cross section at every 30 meter ROW ,taking at least 10 spot levels per cross section, picking up all existing details inside the Row like electric telephone line , encroachments, structures etc. connecting all the primary total station control points by G.I.S.Bench marks level or whichever available with department using auto level and preparing Auto CAD plan by using above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain New AlignmentSSR 2022-23 Page No.17 Item No. 1.41

Key Value

Document Fees
INR 2360 /-
EMD
INR 140000.0 /-
Tender Value
INR 2.78 Crore /-

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