Tender For Cultural And Urban Rejuvenation, Widening Beautifications Of Ramghat, Approach And Precinct At Chitrakoot (U.P.), 1 Cultural And Urban Rejuvenation, Widening Beautifications Of Ramghat, Approach And Precinct At Chitrakoot (U.P.) 2 Stamb - 0, chitrakoot-Uttar Pradesh

Tender For Cultural And Urban Rejuvenation, Widening Beautifications Of Ramghat, Approach And Precinct At Chitrakoot (U.P.), 1 Cultural and Urban Rejuvenation, Widening Beautifications of Ramghat, Approach and Precinct at Chitrakoot (U.P.) 2 STAMB - 04 Nos. 3 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) 5 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from naturalsources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 6 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 7 Centering and shuttering including strutting, propping etc. and removal of form for 8 Foundations, footings, bases of columns, etc. for mass concrete 9 Columns, Pillars, Piers, Abutments, Posts and Struts 10 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-500D or more. 11 Supplying, fabricating, transporting, hoisting and fixing in position good quality of sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 12 Providing and fixing readymade Decorative Ornamental Stone CHATRI per customized size andDesign as per architect in charge Design as per architect in charge 13 Providing and fixing readymade Decorative Ornamental Stone Sclupture per customized size andDesign as per architect in charge Design as per architect in charge 14 GHAT EDGE FAÇADE BEAUTIFICATION 15 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 16 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete. 17 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: G.I. Sheet 18 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 19 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 20 Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats 21 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 22 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 23 Centering and shuttering including strutting, propping etc. and removal of form for 24 Lintels, beams, plinth beams, girders, bressumers and cantilevers 25 Suspended floors, roofs, landings, balconies and accessplatform 26 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-500D or more. 27 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 28 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground within 50 metres lead. 29 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 30 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 31 Melamine polishing on wood work (one or more coat). 32 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood 33 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note: Butt hinges and necessary screws shall be paid separately).Second class teak wood35 mm thick shutters 34 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.Float glass panes4 mm thick glass pane (weight not less than 10 kg/sqm). 35 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid separately), including fixing 50x12 mm beading complete with : 14.27.1 Second class teak wood 36 Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 metres lead :15.13.1 Of area 3 sq. metres and below 37 Providing and fixing bright finished brass door latch with necessary screws etc. complete : 250x16x5 mm 38 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : 39 (a) 250 mm x 10mm 40 (a) 200 mm x 10mm 41 Providing and fixing bright finished brass handles with screws etc. complete:125 mm 42 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 43 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)40mm WhiteSandstone: 44 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 45 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 46 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter 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. 47 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 48 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 49 Providing and Finishing surface with Artistic Mural and Painting as per Design received from Architect incharge 50 Providing and fixing of Cast-Iron bracket inspired by traditional architecture pattern as per designincluding fixing in wall etc all complete in direction of engineer in charge. 51 Providing & fixing of signages made in sand stone / marble stone with ingraving & inlay work as per drawign & design etc all complete in direction of engineetr in charge. 52 Providing and Fixing Awning with Polyester PVC Roll Up Awning, Shape Rectangle Material: Polyester, Frame Material: Aluminium, Pattern: Plain of approved make from Architect incharge including the cost of all the necessary fixtures and fittings 53 Stone Work Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. 54 Providing and fixing ornamnetal stone chattri, the cost of ornamental engraving ethcing and hand carving through CNC or any suitable mediums, also incuding the cost of all necessary fixtures and fittings of Steel and Stone at all heights as per drawing approved from Architect incharge 55 Supplying, fabricating, & fixing in position ornamenrtal top shikhar and chattri of required size and proportion ingood quality sandstone of minimum thickness of 75mm inlcuding oranmentiaon through CNC, hand chisleing or any other medium required in cement concrete of size apprx.1000mm X .900MM & 200mm dimensions as per design approved by Architect in charge 56 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 57 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement mortar 1:4 (1 cement : 4 coarse sand), including ointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : 7.29.1 Red sand stone 58 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long 59 Providing and fixing stone jali 40 mm thick throughout in 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, jali slab without any chamfers etc. 7.33.1 Red sand stone 60 Supplying, fabricating, transporting, hoisting and fixing in position good quality of 70 mm red sandstone in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding. The carving and molding work shall be of very good quality. The stones to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architects. 61 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applyinga priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 62 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet shouldhave protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting tosize and shape wherever required. 63 Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 64 Providing and injecting HM-500 Epoxy Anchoring Type: HM-500 : Red or Black Density: 1.5±0.1g/cm³ in proportion Mix Ratio: 3:1 Color/ or recommended by the manufacturer into drills cracks/honey-comb area of concrete/masonry by suitable gun/pump at required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (make Hilti/HM or equivalent) 65 FAÇADE PAINTING 66 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 67 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 68 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) 69 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. 70 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of Engineer-In-Charge. 71 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 72 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level: 13.24.1 in one coat 73 Melamine polishing on wood work (one or more coat). 74 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 75 Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 meter height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 meter 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. 76 Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied@ 2.20kg/10 sqm 77 Providing and Finishing wall with Smooth textured Stucco Marble/Sea shell/mettalics crinkle paint high sheen and smooth finish(oyster grey) shade to be aproved by Architect in charge (asian or equivalent) 78 COBBLED PATHWAY 79 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 80 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 81 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 82 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall bepaid for separately 83 ACI (HIGH PERFORMANCE STAMPED CONCRETE) Applying and finishing the top surface of concrete, in accordance with sprinkling of ACI color hardener at the rate of 0.31 kg./sq.ft., Floating the surface with different types of floaters, application of release agent at the rate of 0.011 kg./sq.ft , stamping the concrete with stamping tools, cleaning the surface with water and application of acrylic based sealer at the rate of 0.035 ltr/sq.ft, for finishing. Complete for play area, parking areas, Compound flooring, Podium, Basement flooring, External roads etc. 84 RED SAND STONE PATHWAY 85 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 86 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 87 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 88 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 89 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 90 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 91 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cementmortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Both face dressed 92 GHAT STEPS 93 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 94 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 95 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 96 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 97 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 98 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 99 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 100 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 101 Centering and shuttering including strutting, propping etc. and removal of form for 102 Foundations, footings, bases of columns, etc. for massconcrete. 103 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 104 Suspended floors, roofs, landings, balconies and accessplatform 105 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 106 300 mm dia piles 107 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-500D or more. 108 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 109 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar.White/pink sand stone flooring 110 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, i/c 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.). 111 Providing and fixing stone jali 40 mm thick throughout in 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, jali slab without any chamfers etc. Red sand stone 112 CHATRI PLATEFORM- 06 Nos. 113 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (blasting prohibited) 114 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 115 Dismantling sundried brick work including stackingofdismantling materialsas directed bythe Engineering- in- chargewith ina distance of60 meters (200 ft.) 116 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 117 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 118 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 119 Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. 120 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 121 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 122 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 123 Centering and shuttering including strutting, propping etc. and removal of form for 124 Foundations, footings, bases of columns, etc. for massconcrete. 125 Walls (any thickness) including attached pilasters,butteresses, plinth and string courses etc. 126 Suspended floors, roofs, landings, balconies and accessplatform 127 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 128 300 mm dia piles 129 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 130 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 131 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 132 Group of two or more piles upto 50 tonne Safe capacity 133 Initial test (Test Load 2.5 times the Safe capacity) 134 Routine test (Test Load 1.5 times the Safe capacity) 135 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-500D or more. 136 Class M-150 brick work in 1:6 cement coarse sand (of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 137 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. 138 Red sand stone flooring 139 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)40mm WhiteSandstone: 140 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required (DSR 8.15) 141 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.(DSR 8.16) 142 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 143 Providing and fixing stone jali 40 mm thick throughout in 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, jali slab without any chamfers etc.Red sand stone 144 Cost of Electrical 145 WHITE / PINK SAND STONE PATHWAY 146 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 147 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 148 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 149 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.White/ pink sand stone 150 Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge. 151 RED SAND STONE PATHWAY 152 Dismantling floors to be stone flagged or tiled floor and including stacking of dismantled materials as directed by the Engineer-in- charge with in a distance of 60 meters (200 ft.) 153 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 154 Providing and laying Cement concrete 1:4:8 (1cement :4 coarse sand :8graded stone ballast 40 mm. nominal size) including supply of all materials, labour and T&P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation. 155 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 Red sand stone 156 Development of Chattri 157 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 158 ( Red Sandstone) 159 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade : 160 ( Red Sandstone) 161 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 162 Both face dressed ( Red Sandstone) 163 Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing with Red cement mortar 1:2 (1 Red cement : 2 stone dust) with an admixture of pigment matching the stone shade. 164 Both face dressed ( Red Sandstone) 165 Changing rooms 166 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 167 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 168 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. 169 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 170 Centering and shuttering including strutting, propping etc. and removal of form for 171 Lintels, beams, plinth beams, girders, bressumers andcantilevers 172 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 173 Thermo-Mechanically Treated bars of grade Fe-500D or more. 174 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 175 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 176 Supply and installation of Portable cabin of size 12’x4’ x 8.5’.Changing room including (3 Main Door, 3 fan, 3 Led Light, vinyl Flooring, 3 clothe Hanger and 3 bulked light above the door.3 mirror) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 177 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 178 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 179 Male Urinal 180 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 181 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 182 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. 183 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 184 Centering and shuttering including strutting, propping etc. and removal of form for 185 Lintels, beams, plinth beams, girders, bressumers andcantilevers 186 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 187 Thermo-Mechanically Treated bars of grade Fe-500D or more. 188 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 189 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 190 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Male including (2 Main Door, 2 Urinals, 2 exhaust fan, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring, 2 Soap case stand ,2 towel stand and 2 bulked light above the door.) & Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 191 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 192 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 193 Female Urinal 194 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 195 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 196 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. 197 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 198 Centering and shuttering including strutting, propping etc. and removal of form for 199 Lintels, beams, plinth beams, girders, bressumers andcantilevers 200 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 201 Thermo-Mechanically Treated bars of grade Fe-500D or more. 202 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 203 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 204 Supply and installation of Portable cabin of size 6’x4’ x 8.5’.Urinal Female including (2 Main Door, 2 exhaust fan, 2 EWC with Seat cover, Flush tank, 2 in 1 Tapwith Jet Spray, 2 Wash basin, Water Tank Stand, 2 Led Light, vinyl Flooring,2 Soap case stand ,2 towel stand and 2 bulked light above the door).& Legs and Hooks for easy lifting & Shifting with technical specification as given, All finishes and design work will be complete in direction of architect In charge.Base Square- Pipe Of 75X 40 MM with 5 mm thickness. Along With Square Pipe Of 75MM X 40 MM& 50x50mm.(Welded With M.S Square pipe From Length To Length.), Top frame - Square Pipe Of 50MM X 50 MM (Welded With M.S Pipe From Width To Width).Side wall stiffener- 40MMx20MM specially formed Square PipeStiffener Top- Square Pipe of 40 X 20 Mm (Welded With M.S.Square Pipe)Side Post- 65MMx65MM specially formed M.S. Square Pipe.Roof Outside- Specially Plain M.S. SHEET 1MM thick, properly both side slopeFloor- Strong 18MM Everest Cement Board with PVC Flooring, 205 Insulation- All walls within the external wall & inner wall are filled with Glass wool 25 mm. thick which possess a rare combination like lower thermal conductivity & high resistance to moisture. 50MM on CeilingCeiling• Top outer MS sheet of 1mm thick.• Top inner decorated with 8mm thick MDF boardWall Surface• Exterior wall: - 1 mm MS Sheet.• Internal wall: - 8mm thick MDF board in Changing room & ACP in washroom.All wiring shell be concealed type and shell be PVC insulated copper wire. Single phase wiring with ISI mark. All electrical fitting in the Cabin Shall be 220-240V, Wiring, Modular switch and socket with wall Cabin Fan & 20 watts LED and Bulkhead(External) Light above door and 32amp MCB at the Input junction for safety.(ISI Mark) Anchor BrandAll components are primed externally and painted of best quality two coats of Enamel paint.Doors- Constructed of Steel Frame work by 30mm X 30mm X 3mm (thick) square pipe external wall made by M.S Sheet &Inner wall decorated by ACP Board and suitable door handles and hand drop. 206 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 207 Covered drinking kiosk 208 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 209 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 210 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. 211 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 212 Centering and shuttering including strutting, propping etc. and removal of form for 213 Lintels, beams, plinth beams, girders, bressumers andcantilevers 214 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 215 Thermo-Mechanically Treated bars of grade Fe-500D or more. 216 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 217 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 218 Providing and fixing of Die cast Aluminum Pole duly primer coated & Polyester / Polyurethane painted including cost of Screen made of die cast aluminum framing, MS sheet & ornamental MS Perforated Sheet as per design and color approved by architect in charge 219 Public Sanitation Block 220 Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. 221 Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors. 222 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. 223 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 224 Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25 litres per linear metre including drilling and plugging holes etc.: 225 With Chlorpyriphos E.C. 20% with 1% concentration 226 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: 227 With Chlorpyriphos E.C. 20% with 1% concentration 228 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 229 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 230 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 231 Centering and shuttering including strutting, propping etc. and removal of form for 232 Foundations, footings, bases of columns, etc. for massconcrete. 233 Suspended floors, roofs, landings, balconies and accessplatform 234 Lintels, beams, plinth beams, girders, bressumers andcantilevers 235 Columns, Pillars, Piers, Abutments, Posts and Struts 236 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 237 300 mm dia piles 238 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. 239 Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. 240 Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. 241 Group of two or more piles upto 50 tonne Safe capacity 242 Initial test (Test Load 2.5 times the Safe capacity) 243 Routine test (Test Load 1.5 times the Safe capacity) 244 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) 245 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) 246 Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. 247 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 : 248 Cement mortar 1:6 (1 cement : 6 coarse sand) 249 Half brick masonry 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. 250 Cement mortar 1:4 (1 cement :4 coarse sand) 251 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 252 Thermo-Mechanically Treated bars of grade Fe-500D or more. 253 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level 254 Thermo-Mechanically Treated bars of grade Fe-500D or more 255 15mm thick plaster with cement mortar in proportion of 1:4 cement & coarse sand of 2.25 F.M. 256 15mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 257 Ground Floor 258 12mm thick plaster with cement mortar in proportion of 1:6 cement & coarse sand of 2.25 F.M. (1) 1 cement : 6 coarse sand 259 Ground Floor 260 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 of colour Black, Cherry/Ruby Red or equivalent 261 Providing and fixing 18 mm thick gang saw cut, mirror polished,premoulded and prepolished, machine cut for kitchen platforms, vanitycounters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cementmortar 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 to edges to give high gloss finish etc. complete at all levels. 262 Ground Floor 263 Providing and fixing Ist quality ceramic glazed wall 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 sqm, including pointing in white cement mixed with pigment of matching shade complete. 264 Ground Floor 265 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade 266 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) 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. 267 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) 268 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 269 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 270 Both side laminated 271 Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows comprising of uPVC multi-chambered frame, sash and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), uPVC extruded glazing beads of appropriate dimension, EPDM 272 gasket, stainless steel (SS 304 grade) friction hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardwares and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant shall be paid separately) 273 Using R4 series with frame (64 mm & above) x (50 mm & above) & sash (64 mm & above) x (70 mm & above) & mullion (64 mm & above) x (70 mm & above). (Height above 1.8 metre; each openable shutter upto 0.8m width) 274 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineerin-Charge. 275 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC ‘C’ channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the ‘C’ Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer’s specification & drawing.30 mm thick plain PVC door shutters 276 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 277 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) 278 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 279 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 280 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. 281 Providing and fixing ISI marked S.S. Sliding door bolts with nuts and screws etc. complete 282 (a) 300 mm x 16mm 283 Providing and fixing ISI marked S.S. Tower bolts black finish, (Barrel Type) with necessaryscrews etc. complete 284 300 mm x 10mm 285 250x10 mm 286 Providing and fixing ISI marked S.S. handles conforming to IS 4992 with necessary screws etc. complete.125mm 287 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: a) Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) 288 admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-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 Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by 289 Engineer-in-charge. d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 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 3mm deep. e) 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 120mm and minimum thickness at khurra as 65 mm. 290 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick. Float glass panes 4 mm thick glass pane (weight not less than 10 kg/sqm). 291 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. 292 P/F Mild steel or iron in heavey sizes such as trusses, built up gates, record racks, roof work, gates etc. wrougyht to required form, including drilling holes riverting or welding where necessary & their fixing, required for proper completion of the work 293 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 294 Two or more coats on new work 295 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 . 70mm thick 296 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 297 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 298 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone, and 18mm marble insertion and 6-10mm powder coated MS sheet in various elements for all levels. Stone shall be free from cracks, lines stains and even in shade for each element. The stone shall be fine grained and reddish or buff-colored (locally available). The work shall be carried out as per attached drawings with different process of i.e carving (manual/ by machine), ornamental work, traditional work, figure work (any type, any size), CNC cutting, moulding, etching, buffing and polishing. The carving and molding work shall be of very good quality. The work to be fixed in line, level and plumb in all respect with the use of brass clamps, pins, (to be paid separetely) dowels, cement slurry with matching pigment and Epoxy of Akemi Germany, Ardex Endura, MYK laticrete or approved make as required and as approved by the Architect in charge. 299 Providing and fixing stone jali 40 mm thick throughout in 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, jali slab without any chamfers etc. Red sand stone 300 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade. Red sand stone 301 Plumbing Work 302 SUB HEAD-I-SANITARY INSTALLATIONS 303 Providing and fixing white vitreous chinaextended wall mounting type water closet of size 780x370x690 mm of approved shape including providing & fixing white viterous china cistern with dual flush fittings of flushing capacity 3 litre / 6 litre ( adjustable to 4 litre / 8 litres ) includung seat cover & cistern fittings nuts , bolts and gaskets etc complete. 304 Providing & fixing toilet paper holder 305 C.P. brass 306 Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. 307 Providing and fixing Jaquar Make Hand Shower (Health Faucet) with 8mm Dia,1.2 Meter Long Flexible Tube & Wall Hook of quality and make as approved by Engineer - in - charge. 308 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: 309 White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 310 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 311 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 312 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 313 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. 314 Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 (including angle valve for WC flushing cistern & jet) 315 15 mm nominal bore 316 Providing and fixing uplasticised PVC connection pipe with brass unions : 317 45 cm length 318 15 mm nominal bore 319 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 320 15mm nominal bore 321 Providing and fixing C.P. Brass extension nipple (size 15 mm x 50 mm) of approved make and quality as per direction of Engineer-in-charge. 322 Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge. (Including C.I. trap for standard urinal with vent arm with operating and other couplings in C.P.brass: 50 mm dia) 323 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as perdirection of Engineer-in-charge and finished smooth. 324 Granite Stone of approved shade 325 SUB HEAD-II-WATER SUPPLY 326 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 1.00 m 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 testing of joints complete as per direction of Engineer in Charge. 327 Concealed work, including cutting chases and making good the walls etc. 328 For Internal Toilet 329 15 mm nominal outer dia Pipes 330 20 mm nominal outer dia Pipes 331 25 mm nominal outer dia Pipes 332 32 mm nominal outer dia Pipes 333 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 1.00 m 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. 334 Internal work - Exposed on wall 335 32 mm nominal bore 336 Providing and fixing GI pipes complete with GI fittings and clamps, i/c cutting and making good the walls etc. Internal work - Exposed on Wall 337 Terrace loop & Tank Filling Pipe 338 32 mm nominal bore 339 40 mm nominal bore 340 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : 341 32mm diameter pipe 342 40mm diameter pipe 343 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 344 32mm diameter pipe 345 40mm diameter pipe 346 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 347 For vertical pipe connection with terrace ringmain 348 32mm nominal bore 349 40mm nominal bore 350 Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 351 25 to 40 mm nominal bore 352 Providing and fixing PTMT Ball cock of approved quality, colour and make complete with Epoxy coated aluminium rod with L.P./H.P.H.D. plastic ball. 353 40 mm nominal bore, 206 mm long, weighing not less than 690 gms 354 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. 355 SUB HEAD : III - ROOFING 356 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS :13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 357 110 mm dia (for rain water) 358 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A,including jointingwithsealringconformingtoIS: 5382, leaving 10 mm gap for thermal expansion. 359 Single Push Fit Coupler 360 110 mm dia 361 Single tee with door 362 110x110x110 mm 363 Plain bend 87.5 deg 364 110 mm dia 365 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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. 366 110 mm dia 367 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 P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. 368 SUB HEAD : IV - INTERNAL DRAINAGE 369 Providing, fixing, jointing and testing,uPVCSWR pipes, - type B conforming to IS : 13592to wall, ceiling and floor, approved quality, complete, for soil, waste & rain water drain including pushfit jointing with seal ring. (i) Single socketed pipes. 370 Internal Toilet (Soil & Waste Pipe) 371 75 mm 372 110 mm 373 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC pipes including jointing with seal ring leaving 10 mm gap for thermal expansion. 374 Bend without door (45°) 375 75mm 376 110mm 377 Bend without door (87.5°) 378 75mm bend 379 110mm 380 Y Fitting without door 381 75mm 382 110mm 383 Single Tee without door 384 75mm 385 110 mm 386 Single Tee with door 387 75mm 388 110 mm 389 Bend with door (87.5°) 390 75mm 391 110 mm 392 Clean Out Plug (COP) 393 75mm 394 110 mm 395 Reduced Y Fitting without door 396 110mm x 75mm 397 Coupler 398 75mm 399 110mm 400 Providing, fixing, jointing and testing, unplasticized PVC pipes - 10 kg/cm2 confirming to IS : 4985 to wall, ceiling and floor, approved quality, complete, for waste water drain including jointing with rubbering/solvent/solution and airtight joints, etc. 401 For Wash basin & Urinal 402 32mm dia. Pipe 403 50mm dia. pipe 404 Elbow (45°) 405 32mm 406 50mm 407 Elbow (90°) 408 32mm 409 50mm 410 T fitting 411 32mm 412 50mm 413 Coupler 414 32mm 415 50mm 416 Providing, fixing, jointing and testing ,ofPVC Multi Floor Trap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 417 110mm x 75mm x 50mm/40mm (Toilet) 418 Providing, fixing, jointing and testing , ofPVC NahaniTrap without jali ofminimum 50 mm water seal, making necessarycuttingin slabor floors and making goodincluding supports with cement concrete 1:3:6complete as approved by Engineer-in-Charge. 419 110mm x 75mm (Toilet & Kitchen) 420 Providing and fixing PTMT grating of approved quality and colour. 421 Rectangular type with openable circular lid 422 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 423 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 150 x 100mm size P-typeWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5 424 Providing, laying and jointing glazed stoneware 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: 425 100 mm diameter 426 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia 427 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W.pipes including bed concrete as per standard design: 100mm dia SWpipe 428 Electrical Work 429 SUB-HEAD - I: INTERNAL WIRING 430 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 GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group - C 431 Wiring for circuit/ submain wiring 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. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire 432 Supplying and fixing suitable size GI 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 amps modular switch, connection etc. as required. 433 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required 434 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. 435 Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required. 436 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep 437 Extra for fixing the Louvers/ shutters complete with frame for exhaust fans of all sizes. 438 SUB-HEAD II - FANS & LIGHT FIXTURES: 439 Supply of Surface mounting round 6 Watt 10 Watt , LED Down Lighter, suitable for 24Hr Continuous Operation, 660-1100 system lumens, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70,complete in all respect. 440 Supplying of Bulkhead type light fitting complete with, wire guard, holder, electronic ballast 1 x 10 W lamp including connections etc.Including connection with 1.5 sqmm FRLS PVC insulated copper conductor as required. 441 Supplying of LED mirror light luminaire with 10Wwatt complete with electronic ballast, lamp including connection etc. complete as required, Including connection with 1.5 sqmm FRLS PVC insulated copper conductor. 442 Supplying of following size exhaust fan complete with gravity louver and connection with 3 core flexible wire as required. 300mm EXHAUST FAN 443 SUBHEAD- III: DISTRIBUTION BOARD 444 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, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 Way Double Door 445 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, 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. 446 Single pole 447 Double pole 448 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required. 449 SUB-HEAD -IV : L.T. CABLES 450 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Up to 35 sq.mm. 451 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required Upto 35 sq. mm (clamped with 1mm thick saddle 452 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 2 x 4 sq.mm, 453 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 2 X 6 sq. mm (19mm) 454 External Electrification 455 SUBHEAD- I : M.V. PANELS 456 Supply & Erection of factory fabricated & wired metal clad dust and vermin proof mounting, M.S Channel Base with botom and top cable entreis Electrical control panel with TPN ACB (65KA, 4 Pole Elect draw out Micor Processer Release IPR2) and TPN MCCBs (four Pole 36 KA with thermal magnatic release) switches and instrument chamber etc. complete in all respect. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter, Selector switches for ammeter and Voltmeter, instrument fuses current transformer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/DMC support with deteachable side covers and shall be suitable for extension on the sides. The switches enty boxes shall be complete with suitable cable end boxes reverse. The job includes the grounting of the board as per directions of Engineer-in-charge. All out goings of 100 Amp. and above will be provided with Amp. Metre, curent transformer and selector switches etc. and insurment fuse The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6mm/2mm. Cubical type switch board shall be of cat A & B only.SFP (OUTDOOR TYPE) IP 65Incoming : One (1) No 63 Amp. 4P MCCB of 25KABreaking capacity Metering :One (1) No. SetsMultifunction Meter each incomingOne (1) No. of Phase Indication Lamp each incomingBus Bar :One (1) No. 100 Amp.TPN aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.3 No. 32 Amp DPMCB. (10 KA)10 No. 16 Amp DPMCB. (10 KA)2 No. SPACE & SPAREPanel described as above 457 SUBHEAD: - II - EARTHING 458 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. Details of cost for one each 459 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required 460 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories , and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but with charcoal or coke and salt) as required. 461 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) 462 Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. 463 Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required. 464 SUB-HEAD -III : L.T. CABLES 465 Laying of one number PVC insulated and PVC sheathed / XLPE powerCable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. 466 Up to 35 sq.mm. 467 Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required 468 Up to 35 sq.mm. 469 Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required 470 Upto 35 sq. mm (clamped with 1mm thick saddle 471 Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment 472 4 x 10 sq.mm 473 3 x 6 sq.mm, 474 Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required. 475 2 X 6 sq. mm (19mm) 476 Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required 477 100 mm dia 478 Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required. 479 100mm dia 480 150 mm dia 481 Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required. 90 mm dia (OD-90 mm & ID-76 mm nominal) 482 SUBHEAD - IV :Miscellaneous 483 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 484 SUBHEAD - V: EXTERNAL LIGHTING 485 Supply of Static White/ RGB/ RGBWSurface/Wall mounted Narrow/ Medium/ Wide/ Elliptic beam Linear Wall Washer luminaires suitable for outdoor applications of Facade Lighting. Power consumption should be between 36W at steady state full intensity. Luminaire should be able to run on DC Voltage.The lumen maintenance L70@ 25 °C of the LED shall not be less than 70% of the initial lumen after 50,000 burning hours. Ingress Protection should be IP66or higher. Operating Temperature : -10°C to +50°C, Operating Humidity : 10% -90%,.LEDs of CREE / LUMILED / OSRAM / NICHIA/ reputed make shall be used for the light fittings. 486 Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required.1 output per phase and suitable for single phase supply 487 Supplying and embedding following dia G.I. pipe (medium class) in pole collar/ foundation (during casting) for cable entry including bending the pipe to the required shape complete as required 32 mm dia 488 Informative and Cultural Mural Walls 489 Earth work in excavation in foundation in ordinary soil (loam, clay or sand) including lift up to 1.5 m. & lead of 30 m. including filling, watering and ramming of excavated earth dressing of sides and ramming of bottoms filling of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth in 200 mm th. layers and getting out (removal of) the excavated surplus soil and disposal of surplus excavated soil as directed by engineer-in-charge up to a distance of 30 m from foundation trenches 490 Providing and laying Cement Concrete 1 :4 : 8 (1 Cement : 4 coarse sand : 8 graded stone agg.40 mm. nominal size) with cost of centring and shuttering in foundation and under floors including curing, supply of all materials, labour, T & P etc. required for proper completion of the work 491 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 492 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 493 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 494 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles 495 Brick work in super-structure in 1:4 (1 Cement :4 Coarse sand ) above plinth level up to floor two level ( up to two storeys ) includingnecessarycutting and moulding of brick work asrequiredand also including honey combed brick work for wall of one brick thick etc all complete in direction of engineer in charge. 496 Mildsteel or ironinplainworksuchas reinforcedconcrete orreinforced ,brick work (when not includedin anover all rates )wroughtto required shapeas necessary includingbendingforproper completion of theworkand includingsupplyof steelitswastage bend hooksand authorised overlapping shallbe measured upto floor two level. 497 12mm cement plaster in single coat on Rough side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 3 Coarse sand. 498 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 machine cut and table rubbed with rough backing. 50 mm thick Red Sand Stone 499 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required. 500 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases. 501 Researh, design and execution of multiple forms of artworks on wall using CNC machines on upto 150mm thick sand stone as per approval with dry cladding using stainless Steel 304 Grade Fasterners & Cramps anchored to existing RCC/Brick wall surface as per site requirements all complete. Design will be depicted wtih the help of carving, embossing, engraving an inserting. The depth of the thickness of the letters/images/pattern on teh stone should range from 20mm thickness to 70mm from the base stone. At least 50% of the surface area of stone cladding will have decorative artwork, 50% area will have plain stone cladding of same material. The item includes stone finish all complete as per the approval of the Architect/Engineer-in-Charge. 502 Centering and shuttering including strutting, propping etc. and removal of form for 503 Foundations, footings, bases of columns, etc. for massconcrete. 504 Lintels, beams, plinth beams, girders, bressumers andcantilevers 505 Columns, Pillars, Piers, Abutments, Posts and Struts 506 Horticulture & Landscape Work 507 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 leveling 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). 508 Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). 509 Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm 510 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. 511 Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 512 Rough dressing the trenched ground including breaking the clods. 513 Fine dressing the ground 514 Grassing with selection No.1 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 the good earth shall be paid for separately). 515 Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. 516 Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge With grass Turf 517 Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods, watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m complete as per direction of Officer-in-charge. 518 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 90 cm dia, and 90 cm deep 519 Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing 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). 520 Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) 521 Providing and stacking of Acacia auriculiformis of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 522 Providing and stacking of Adansonia digitata (kalp vricksh) of ht 150-165 cm in bag size of 25 cm as per direction of the officer-in-charge. 523 Providing and stacking of Bombax ceiba of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 524 Providing and stacking of Bottle palm of ht. 150-180 cm bottom girth 20-25 cm well developed in big poly bags of size 25 cm as per direction of the officer-in-charge. 525 Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge 526 Providing and stacking of Fishtail palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 527 Providing and stacking of Foxtail palm of ht. 240-270 cm bottom girth 35 - 40 cm well developed in big size HDPE bags as per direction of the officer-in-charge. 528 Providing and stacking of Phoenix sylvestris Roxb. (Wild date palm/khajur)of height 150-165 cm. in Big HDPE Bag as per direction of the officer-in-charge. 529 Providing and stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35 cm as per direction of the officer-in-charge. 530 Providing and stacking of Butea frondosa (Flame of Forest) of height 60-75 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 531 Providing and stacking of Cassia fistula (Amaltash) of height 120-135 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. 532 Providing and stacking of Plumeria alba dwarf dwarf of height 90-105 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 533 Providing and stacking of Plumeria rubra of height 120-150 cm. with 3-4 branches and thick stem in big size HDPE bags as per direction of the officer-in-charge. 534 Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. 535 Providing and stacking of Ficus benjamina (green) of height 120-135 cm. with 6-8 branches and lush green foliage in g. bags of size 25 cm as per direction of the officer-in-charge. 536 SHRUBS 537 Providing and stacking of Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage, well formed in cement pots of size 30 cm as per direction of the officer-in-charge.. 538 Providing and stacking of Ficus reginald well branched, bushy of height 60-75 cm. in earthen pots of size 25 cm as per direction of the officer-in-charge.. 539 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.. 540 Providing and stacking of Tradescantia zebrina having in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 541 Providing and stacking of Wedelia trilobata,full of leaves in 15 cm size of Poly bags & as per direction of the officer-in-charge. 542 Providing and stacking of Asparagus sprengeri of height 15 cm to 20 cm, full of leafy branches in 15 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.. 543 Providing and stacking of Ophiopogon jaburan ( variegated ), full of variegated leaves in Earthen Pot/Plastic Pot of size 20 cm. as per direction of the officer-in-charge. 544 Providing and stacking of Washingtonia filifea palm stem ht. 120-135 cm with 8-10 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge 545 TOURIST FACILITATION 546 Resting Areas for Tourist (Benches) {MR} 547 Providing & fixing ofred Sandstone/MS bench size 1500mm length and 450mm and height 600 mm including foundation & support with all necessary T&P etc all complete as per design of direction in engineer/ Architect in charge. 548 Directional & Informative Signages (MR) 549 Providing and fixing StandAlone Signage in Marble/red sandstone of approved thickness with powder coated 10-12mm MS letters and illustration at desired locations with letters (in english, hindi and Braille)- etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 36 size Hindi: Krutidev Fontwith min. 36 size 550 Signage-A 551 Signage-B 552 Signage-C 553 EXTERNAL SEWERAGE & EXTERNAL WATER SUPPLY WORKS 554 COST OF SEWERAGE WORKS 555 Excavating trenches by mechinical / manual means of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth including getting out the excavated soil , and then returning the soil as required , in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed , within a lead of 50 m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 556 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 557 1.50 m to 3.00 m depth 558 Pipes, cables etc. exceeding 300 mm dia butnot exceeding 600 mm 559 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) 560 Depth not exceeding 1.5 meter 561 Depth 1.5 to3.00meter 562 Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. 563 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 564 150 mm.dia. RCCPipes 565 200 mm.dia. RCCPipes 566 250 mm.dia. RCCPipes 567 300 mm.dia. RCCPipes 568 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 569 150 mm.dia. RCCPipes 570 250 mm.dia. RCCPipes 571 300 mm.dia. RCCPipes 572 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 common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 573 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 574 Inside size 90x120cms and 90cms deep including CI cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58kg). 575 With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 576 Extra for depth for manholes:Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 577 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 578 2.30 m deep with SFRC Cover and frame (heavy duty HD-20 grade designation) 560 mm internal diameter conformingto I.S. 12592, total weight of cover and frame to be notless than 182 kg. fixed in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) including centering, shuttering all complete.(Excavation, foot rests and 12 mm thick cement plaster atthe external surface shall be paid for separately) : With common burnt clay F.P.S. (non modular)bricks of class designation 7.5 579 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 580 Providing orange colour safety footrests of minimum 6 mm thick plastic encapsulated as per IS:10910 on 12 mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm thread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufactures permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. 581 COST OF EXTERNAL WATER SUPPLY WORKS 582 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 583 80mm nominal bore. 584 65mm nominal bore. 585 50mm nominal bore. 586 40mm nominal bore. 587 32mm nominal bore. 588 25mm nominal bore. 589 Supplying and fixing of specials for pressure pipe. 590 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 591 80mm nominal bore. 592 65mm nominal bore. 593 50mm nominal bore. 594 40mm nominal bore. 595 32mm nominal bore. 596 25mm nominal bore. 597 Constructing masonry Chamber 90X90X100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand ) for sluice valve, with C.I. surface box 100mm, top diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement :5 fine sand : 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand ) 12 mm thick finished with a floating coat of neat cement complete as per standard design : 598 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 599 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick,finished with a floating coat of neat cement complete as per standard design : 600 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 601 DRAINAGE NETWORK 602 Constructing brick masonary open surface drain with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 fine sand) including earth excavation, 10cm thick bed concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) and 25mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for filling haunches including 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) with a floating coat of neat cement inside the drain, its top and exposed side including disposal of surplus earth complete as per standard design: 603 Drain 300 wide average.Depth 45 cm with R.C.C. slab 604 Drain 450 wide average.Depth 60 cm with R.C.C. slab 605 Drain 600 wide average.Depth 90 cm with R.C.C. slab 606 Transportation Charges of drilling equipment including assembly and other material as required. 607 Drilling of 675 mm. dia by rotary machine 608 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 609 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 610 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 611 Supply & fixing of 350 mm. dia Socket 612 Supply & fixing of 200 mm. dia Socket 613 Supply & fixing of 200 mm. dia Bail plug 614 Supply & fixing of 350 mm. dia well cap 615 Supply & fixing of 350x200 mm. dia reducer. 616 Supply & fixing of 350 mm. dia housing clamp 617 Supply & Filling of pee gravel 2 mm. 4 mm. in side of bore after lower and development as required as per direction of E/I. 618 Development by air compressor including Transportation. 619 Development by O.P. Unit including Transportation. 620 Supply of submersible pump suitable for tube well capable of pumping clear and cold water free from chemical and directly coupled with electric moter operating of 415 volt suitable for 3 phase 50 cycle A.C. Supply of following duty condition: 621 A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. 622 B - Total Head of pump set 45 m. 623 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 624 Supply of control panel cubical type wall mounted vermin proof with internal wiring duly enameled painted and mechanically finished having L&T of qul. Male switch fuse unit with HRC fuses, Ameter, Boltmeter, Selector switch, phase indicating lamp with bulbs, instrument fuses, power capcitor single phase preventor etc. complete set with supply of Jyoti or eq. Air break Star- Delta motro starter suitable for above submersible pump set. 625 Supply of 80mm dia M.S. column pipe of class C both and socketed with heavy sockets in 3/6 meter length and one end flanged complete with interlocking arrangements. 626 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 627 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 628 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 629 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 630 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 631 Supply of Guru/Fibing or equivalent make pressure gauge. 632 Erection & commissioning of pumping plants complete along with electric wiring. 633 Supply of steel wire rope of 1/2 size 634 S/B of 600mm x 600 mm x 6.0 mm G.I. 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 on one no. 8 to 10 SWG GI wite in 15mm dia G.I. pipe up to switch board (from appron to switch board the cost of G.I. , pipe and G.I. wire will be extra) 30 cm square C.I. frame with hinged cover masonry housing alternate layers of charcoal. coke and salt at least 150mm thick alround etc. as per directions of E/I complete in all respects as per drawing. 635 S/F of one number 8 to 6 SWG G.I. wire in 15mm dia G.I. Pipe for earthing, laid in ground or in wall duly concealed includingn the cost of cement, sand labour. T&P other material required for proper completion of the work as directed at site. 636 S/F of aluminium conductor PVC insulated armoured, served, sheathed cable 1100 volts grade at a depth of 750mmbelow ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and on top.On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by E/I complete in all respects The armoring of the cable shall be properly connected with the earth conductor by clamps etc. 637 16 sqmm x 4 core 638 BOUGHT OUT ITEM 639 Urban Litter Bins(MR) 640 Providing & fixing of SS Dustbin with sandstone claddingsize 487 x 399 x 1138 fixing on a foundation with base plate and wrapped with red sandstone from all sides of 75mm with all complete as per design of direction in engineer/ Architect in charge. 641 Specification of Y-Drinking Water(Receiving, storing, handling, shifting, installation, testing & commissioning ofWAE. AENON.45.CHA Pou Water Station C.A, RO Processing Capacity 25LPH, size: 466X580X1445, Watt; 220v/50Hz, Cooling 480w, Hot 450W, net weight 110kg, in material SS 304, with 3 tap: Cold 20 Ltr,Ambient-25Ltr including all accessories complete in all respect etc. (Make - Voltas or Equivalent)) 642 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystalline silicon solar cells, net metering facility, necessary protections, earthing, mounted on Aluminium/GI structure of suitable strength with following components complete as required:-a) Solar Photovoltaic Module of capacity 330 Wp or above,anufactured in India,conforming to IS 14286/IEC 61215, IS/IEC 61730-Part-1, IS/IEC 61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/ systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years.b) Power Conditioning Unit (PCU) of 350-800 V DC Input voltage range and 400 V AC, three phase, 4 wire, 50Hz +/- 2.5 Hz, output voltage suitable to generate ACPower with efficiency not less than 97%, total harmonic distortion less than 3% andsuitable for ambient temperature from 0 to 50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency.c) Data Monitoring System complete with accessories. 643 d) Fixing of Array junction box & Main junction box with IP 65 protection and termination arrangement for incoming and outgoing cable along with glands, lugsand other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPEinsulated copper conductor 1.1 kV grade armoured power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. asrequired. 644 GST Extra as per applicable

INR 17700 /-

INR 3661000.0 /-

Refer document

FileName	File Description	File Size
Click here to download tender document	Tender Notice	0 KB
Click here to download tender document	Tender Document	0 KB
Click here to download tender document	Tender Document	0 KB
Click here to download tender document	Tender Document	0 KB