Tender For Eco Tourism Development Work Of Pachnada Situated In Jalaun District, Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked materials All kinds of soil In all kind of sod upto 3.0m to 4.5m. depth Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. Surface dressing of the ground including removing vegetation and in_x0002_equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m All kinds of soil Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms from the site of work and including watering, dressing etc rate to include cost of all materials labour T&P etc required for proper completion of work Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground. - floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm. Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level: 1:15:3 (1 Cement: 1% coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources) 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:5:10 (1 cement: 5 coarse sand (zone-II) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources) Providing and laying damp-proof course 40 mm thick with cement.concrete 1:2:4 (1 cement: 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) S Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oll. Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand (zone-ill) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete Walls (any thickness) including attached pilasters, butteresses plinth and string courses etc Suspended floors, roofs, landings, balconies and access platform Lintels, beams, plinth beams, girders, bressumers and cantilevers Columns, Pillars, Piers, Abutments, Posts and Struts Providing and laying in position ready mixed or site hatched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portiand Pozzolana/Ordinary Portland/Portland Siag cement, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge, for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg/cum All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg/cum Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-5000 or more. Making grooves 10 to 12 mm wide x 8mm deep in plaster of the walls or in ceiling vertically or horizontally as required Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) Cement mortar 1:6 (1 cement: 6 coarse sand) Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6 (1 cement: 6 coarse sand) Half brick masonry with common burnt clay FPS (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:3 (1 cement :3 coarse sand) Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window silhs, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement: 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Raj Nagar Plain white marble/Udaipur green marble/ Zebra black marble Area of slab over 0.50 sam Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement: 2 stone dust) with an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately): Red sand stone exposed face fine dressed with rough backing. 30 mm thick Red sand stone-Exposed face machine cut and table rubbed with rough backing. 40 mm thick Providing and fixing ISI marked flush door shutters conforming to 15: 2202 (Part 1) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Providing and fixing ISI marked flush door shutters conforming to 15: 2202 (Part 1) non-decorative type core of block board construction with frame of 1st class hard wood and well matched commercial 3 pły veneering with vertical grains or cross bands and face veneers on both faces of shutters: 35 mm thick including 15 marked Stainless Steel butt hinges with necessary screws Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to 15: 2202 (Part 1) Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete Fixed to steel windows by welding Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. Providing and fixing aluminium sliding door balts, 151 marked anodised (anodic coating not less than grade AC 10 as per 15 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 300x16 mm Providing and fixing aluminium tower bolts, Si marked, anodised (anodic coating not less than grade AC 10 as per 15 1868) to required colour or shade, with necessary screws etc. complete (a) 250 mm x 10mm (a) 200 mm x 10mm Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per 15: 1868) transparent or dyed to required colour or shade, with necessary screws etc.complete 125 mm Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1) Cement 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. in stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, Vc fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Providing & fixing glass panes with putty and glazing dips in steel doors, windows, clerestory windows, all complete with: 4.0 mm thick glass panes (weights not less than 10 kg/ sqm) Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement: 4 coarse sand) 25 mm thick Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to 15: 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white coment and matching pigment etc., complete. Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08% and conforming to 15. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry@ 3.3kg/sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm Providing and laying flamed finish Granite stone floaring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat complete. 12 mm cement plaster : - (1 cement : 4 coarse sand) 1:6 (1 cement: 6 coarse sand) 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) 6 mm cement plaster of mix: 1:3 (1 cement: 3 fine sand) Extra for plastering done on moulding, comices or architraves including neat finish to line and level: In one coat Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @3.84 kg/10 sqm) Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 1tr/10 sam over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturers specifications including appropriate priming coat, preparation of surface, etc. complete on steel work Providing & fixing White River (Stone) Pebbles size of 2 to 2.5 dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge. Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand Providing and applying white cement based putty of average thickness 1 mm, of approved brand & anufacturer, over the plastered wall surface to prepare the surface even & smooth complete. Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats Making of draing along with apron 150 X 150 MM Supply & fixing of Glassfibre Reinforced Concrete (GRC) Jali Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road rollers including making good the undulations etc. and re rolling the subWC grade and disposal of surplus earthwith lead upto 50 metres. Supplying and stacking at site Good earth Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity Providing and applying tack coat using hot straight run bitumen of grade VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications: On bituminous surface @ 0.50 Kg/sqm 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge, With material conforming to Grade- (size range 53 mm to 0.075 mm) having CBR Value-25 With material conforming to Grade-II (size range 26.5 mm to 0.075 mm) having CBR Value-20 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in requined colour & pattem over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, complete all as per direction of Engineer-in-Charge 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern. Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per 15 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D-100 mm with tolerance of 29%) Zinc coated, Mesh wire diameter 3.10 mm, mechanically edged/selvedged with partitions at every im interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to 15. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs, After two days of proper curing applying a second coat of cement slurry using 2.75 kg/sqm of cement admixed with water proofing compound conforming to 15: 2645 and approved by Engineer in-charge. Finishing the surface with 20 mm thick jointless cement mortar of mis 1:4 (1 cement: 4 coarse sand) admixed with water proofing compound conforming to 15: 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in Charge: With average thickness of 120 mm and minimum thickness at khurra as 65 mm. Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). Supplying and stacking sludge at site including royalty and carriage upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment): Screened through sieve of 1.5. designation 4.75 mm Rough dressing the trenched ground including breaking clods. Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation Fine dressing of the ground. Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-incharge (cost of sludge, dump manure and/ or good earth to be paid separately). Grassing with selection No. 1 Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). In rows 5 cm apart in both directions Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts. Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mong with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20%: one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20%: 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) Holes 60 cm dia, and 60 cm deep Holes 45 cm dia, and 45 cm deep. Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable materials as per direction of officer in charge (excluding cast of plant & water) Trees Plant Shrubs Plant Hedge Plant /Ground cover Providing and displaying of Money Broad Leaves mounted on moss stick 90 cm ht., 3 to 4 s in each pot, well developed with full of fresh & healthy leaves in size of 25 cm Top dia x 18 cm Bottom dia x 25 cm Perpendicular height Earthen pot/Plastic pot. & as per direction of the officer-in-charge. Providing and Displaying Marigold jaffri orange/yellow/Russet colour well developed with fresh & healthy follage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in- charge Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge... Providing and stacking of Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm. as per direction of the officer-in-charge Providing and stacking of Wedelia trilobata, full of leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. Providing and stacking of Ficus blackii (F.vivion) of height 45-60 cm. with 6-8 branches healthy foliage in earthen pots of size 25 cm as per direction of the officer-in-charge. Providing and stacking of Plumeria acutifolia of height 150-165 cm, with 3-4 branches in big size HDPE bag as per direction of the officer-in-charge. Providing and stacking of Polyalthia longifolia (Ashok) of height 150-165 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge. Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm sand cast iron Por S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to 15: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to 15: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required W.C. pan with ISI marked white plastic seat and lid Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap. Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete Semi rigid pipe al 32mm dia Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. Providing and fixing 8 mm dia C.P/S.S. Jet with flexible tube upto 1 meter long with 5.5. triangular plate for Eureopean type W.C. of quality and make as approved by engineer-in-charge 15mm nominal bore Providing and fixing Toilet paper holder a) CP. brass Providing & fixing 75mm dia vent pipes Providing & fixing of 75mm dia cast iron terminal guard. Providing and fixing PTMT Liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standerd shape with bracket of the same material with snap fittings of approved quality and Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to 15: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes. 110mm diameter Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over PVC sheet 1m x 1m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement,punning, rounding the edges and making and finishing the outlet complete. Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. - 110mm, Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. Providing & fixing 6.1. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc. (internal work) Exposed on wal 50mm dia nominal bore Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. 50mm dia nominal bore. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. internal work -Exposed on wall 25mm dia nominal outer dia pipes Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testiang of joints complete as per direction of Engineer in Charge. Concealed work including cutting chases and making good the walls etc. 15mm dia nominal outer dia pipes 20mm dia nominal outer dia pipes Providing, fixing G. 1. pipes complete with G. I. fittings and clamps including cutting and making good the walls etc. (a) 15 mm dia (b) 20 mm dia Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions. 15mm nominal bore Providing & fixing CP brass bib cock of approved quality conforming to 15 8931 15mm nominal bore Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. Providing & fixing C.P. brass long body bib cock of approved quality conforming to 15 standards and weighing not less than 690 gms. 15mm nominal bore Providing & fixing C.P. brass angle valve for busin mixer and gyser points of approved quality conforming to 15 8931 15mm nominal bore Providing & fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge. Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete 25 mm nominal bore Providing and placing on terrace (at all floor levels) polyethylene water storage tank. IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m. including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of SOm Pipes, cables etc. exceeding 80mm dia. But not exceeding 300 mm dia. Providing, laying and joining glazed stone ware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement: 1 fine sand) including testing of joints etc. complete. 100mm diameter 150mm diameter Providing & laying cement concrete 1:5:10 (1 cement 5 coarse sand 10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design. 150 x 100 mm. size P type With Sewer bricks conforming to 15:4885 Constructing brick masonry manhole in cement mortar 1:4 (1 cement:4 coarse sand) RCC top slab with 1:2:4 mix (1 cement 2 coarse sand 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement 4 coarse sand 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement 2 coarse sand:4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement: 3 coarse sand: 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. Providing and fixing C.1. tee at the inlet and outlet of septic tank Providing and fixing in position precast RCC manhole cover and frame of required shape and approved Aajenb M.D. -10- Circular shape 500mm internal diameter M.D.-2.5 Circular shape 450mm internal diameter Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.F.5. tricks Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in cement mortar 1:4 (1) cement: 4 coarse sand) with precast R.C.C. vertical grating complete as per standard design: With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Providing and fixing soll, waste and vent pipes: 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors: 100 mm inlet and 100 mm outlet Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905 100 mm inlet and 75 mm outlet Providing and fixing plain bend of required degree. 100 mm dia Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905 Providing and fixing terminal guard: 100 mm Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per 15:15905 Providing and fixing single equal plain junction of required degree: 100x100x100 mm Providing and fixing of Water Cooler including all fittings etc. complete Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in 15: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineerin charge, upto 90 metre depth below ground level. All Types of Soil 350 mm in diameter Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part 1), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, beyond 90 metre & upto 150 metre depth below ground level Rocky strata including Boulders. 350 mm in diameter Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/plain bevel ended pipe (type A) of required dia, conforming to t5: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge 200 mm nominal size dia Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in-charge. Around Pipe (3.14 0.15 5*0.15*120.00) 0.15 120.00) Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. (3.14*3.50*3.50*0.30) 2 Development of tube well in accordance with 15: 2800 (part 1) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by V notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well. housing/ casing pipe, removable as per requirement, all complete for bore well of: 150 mm in diameter Providing and fising M.S. clamp of required dia to the top of casing/housing pipe of tube well as per 15: 2800 (part 1), including necessary bolts & nuts of required size complete. 150 mm in diameter Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tube well as per 15:2800 (part 1) 150 mm in diameter Providing and foxing G.1. pipes complete with Gl. fittings including trenching and refilling etc. 80 mm dia nominal bore Supply and fixing of Armoured cable Si marked (25 sqmm 3.5 core) Supplying & installation of pumping motor pumpset ISI marked, making connection suitable for tube well/D.C.B. The job includes screwing and welding of flanges on G.1. riser pipes (50 mm dia minimum) installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of pumpset and supply of water to water mains complete in all respects. Wiring for light point/fan point/exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group A Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required socket Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.: 25 mm Wiring for circuit/submain wining alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required. 2X1.5 sq.mm+1X15 sq.mm earth wire 2 X 2.5 sq. mm +1 X 2.5 sq. mm earth wire 2X 4 sq. mm+1X4 sq mm earth wire: 2X 6 sq. mm+1X6 sq. mm earth wire Supplying and laying 25 mm X 5 mm Gl strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with Gl. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.1. nut bolt & spring washer spaced at 50mm) Providing and fising & SWG dia G.1. wire on surface or in recess for loop earthing as required. Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 A, C curve, miniature circuit breaker suitable for Inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/isolator) way, Double door Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. Supplying and fixing suitable size Gil box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upta 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable etc. as required Installation of exhaust fan (upto 450 mm dia) in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required Supply & fixing of 16 gauge M.5. drum duly painted including making hole in the wall for exhaust fan and finishing properly etc. complete as required. R Supply & fixing of Crimping, solder, less, copper ton electroplated lugs of Dowel/small make suitable for 1.5 sqmm to 6sqmm cables, including tapping with insulating tape, etc. complete in all respects. R Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. damps etc. of suitable size. or as directed by the Engineer-Incharge, complete in all respect, the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 6 sqmm 2 core 10 sqmm 4 core 35 samm 3.5 core Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per direction of Engineer-Inchage. 6 sqmm 2 core 10 sqmm 4 core 35 samm 3.5. core Supplying and fixing of Palm/pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer Incharge 6 Sq.mm 10 Sq.mm 35 Sq.mm Supply and laying of 1800mm x 900mm x 12mm thick chequered rubber matting of tested quality. Supply and burying safe earthing Electrode T-19 (Hot Dip Galvanized), Length 2000 mm, outer pipe 50mm, inner pipe 25, terminal Dia 12mm outer G.1.pipe of 16 swg and inner Gi pipe of 12 swg with Hot Dip Galvanized up to 100 mircon filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kags activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaning capacity along with 30 cm square CL. frame with hinged cover & masonry housing (from electrode terminal to switch board, cost of 25 x 3-Gl. strip will be extra) As approved in UFPW.D. & C.PR.I. Certified Make: S&F of 63 Amp. DP MCB (10 KA) Supply & fixing of single wall bracket on matching M.D.F.E.G. board base etc. complete in all required. CAT-AAA Supply & fixing ofrecess/Surface/Pendent mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink diffuser/Reflector and driver set complete in all respects Cat. AAA Supply and Fixing of LED Tube Light with batten suitable for up to 1X22 watt LED tube light fitting complete including tube on surface complete in all respect. CAT-AAA Supply of AC 230/250 Volts, 50 Hz S5w 1400 rpm exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required. Make: Havells-STANDARD- Refresh Air-SPS 300mm sweep. Supply & fixing of 16 mtr High mast shaft of approved make with rising system hot dip glavanized inside & out side dip,heaving pole sheet thickness 3 mm. Top dia minium 150 mm, Bottom dia 360 mm base plate 32 mm thick suitable for wind velocity as per 15 875 part 3 & having no circumferential weld, with accessories for high mast such as head frame suitable for 6 to 12 luminaries & its control gear boxes 1.5 HP power tool moter, 3 point suspension system with steel wire rope 6 mm dia, double drum winch, induding making suitable foundation as per manufature drawing/ site reuiment along with foundation bolts nuts, washers, anchor plates etc completee in all respect. Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 140 to 150 Watt. Confirming to IP 66 Protection complete in all respects. CAT-AAA Supply and burying of 600mm x 600mm x 6mm G.1. plate vertically for earthing with its top at least 3 metres below ground level complete with 20mm dia G.I. pipe and funnel for watering and one earthing lead of two no. 8 to 10 SWG Gl wire in 15mm dia G.1 pipe up to switch board (from appron to switch board the cost of G.I. pipe and G.1. wire will be extra) 30cm square CL. frame with hinged cover masonry housing alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per directions of Engineer-in-charge complete in all respect. Supply and laying of 32 mm x 6 mm 1. strip from earth electrode directly in the ground as required complete in all respect. Supply and fixing of one number 8 SWG G.1. wire in 15mm dia. G.1. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site Supply and fixing danger board fabricated from 10 gauge MS. Sheet as per LE. Rules. Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size, or as directed by the Engineer-Incharge, complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamps etc. 35 sqmm 3.5 core Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer Incharge 35 sqmm 3.5 core Supply and fixing of plain or pin type copper tin plated cable socket (lug) to the cable leads, insulating with tape and making connection etc. complete in all respect as per direction of the Engineer-Incharge 35 Sq.mm Manufacturing, providing & fixing campus entrance signage as per design approved by architect & drawing enclosed, letters extruded on 50mm thick red sand stone dry cladding over brick column with varying perimeter 750X750 size with 150 mm high sand stone pedestal with foundation all complete as per the specification & direction of the architect Manufacturing, providing & fixing directional signage - vehicular as per design design approved by architect & drawing enclosed, letter laser edged on 2 mm aluminum plate in dark green enamel properly fixed on 6mm thick aluminium sheet 900X150 size fixed over 100-150 diameter aluminium dia cast post/MS Pole placed over 450 diameter sand stone base 1380 high with foundation all complete as per the specification & directions of the architect. Manufacturing, providing & fixing directional signage pedestrian type-a as per design approved by architect & drawing enclosed, letters laser edged on 2mm aluminium plate in dark green enamel properly fixed on 50 mm thick red sand stone slab 1200X200 size fixed over 100-150 diameter aluminium dia cast post/MS pole placed over 2 nos. 150 diameter sand stone post 3000 high with foundation all complete as per the specification & directions of the architect. Supply & fixing of Solar light 36 watt including inbuilt charge controller and dusk to dawn operation , Galvanized pole of M.S. material and 7 meters height , Battery Tubular 12v/150 Ah, suitable for 2 days autonomy & solar panel 200wp. COST OF LIGHTINNG BOLLARDS Supply & fixing of sand stone benches
