Tender For Balance Work Tourist Facilitation Center At Lalapur District Chitrakoot (U.P.), 1 Balance Work Tourist Facilitation Center At Lalapurdistrict Chitrakoot (U.P.) 2 R.C.C. (M-20) Work With Cement Approved Coarse Sand And 20 Mm. Guage Approved, chitrakoot-Uttar Pradesh

Tender For Balance Work Tourist Facilitation Center At Lalapur District Chitrakoot (U.P.), 1 Balance Work Tourist Facilitation center at LalapurDistrict Chitrakoot (U.P.) 2 R.C.C. (M-20) work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour, tools and plants etc. required for proper completion of the works. 3 First Floor 4 Second Floor 5 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) R.C.C. FOOTING 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete .R.C.C. columns(Concrete ofM-25 grade with minimum cement content of 330 kg /cum ) 7 First Floor 8 Second Floor 9 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) [M-20] 10 First Floor 11 Second Floor 12 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete) [M-20] 13 First Floor 14 Second Floor 15 Same as in item no. 11 above but in super-structure above plinth level including necessary cutting and moulding of brick work as required & also including honey combed brick work in thickness of wall more than one brick and for extra labour to above items. 16 First Floor 17 Second Floor 18 Same as in item no. 12 but in1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work. Second Floor 19 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 20 Above Plinth Lvl. 21 Second Floor 22 15mm thick cement plaster on rough side of single or half brick wall of mix in 1:4 (cement & coarse sand) in plinth. 23 12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chambers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth. (1) 1 cement : 6 coarse sand 24 Ground Floor 25 First Floor 26 Second Floor 27 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 sand 28 Ground Floor 29 First Floor 30 Second Floor 31 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. 32 Ground & First Floor 33 Second Floor 34 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (25 mm thick floor). 35 Providing and laying 8 to 10 mm thick ivory or light shade vitrified tiles of 600 x 600 mm size in flooring or skirting laid with cement mortar 1:3 (1 cement : 3 coarse sand) finished with cement slurry & with pigment grouting & polishing complete including supply of all materials, labour, T & P etc. required for proper completion the work excluding base concrete. 36 Ground Floor 37 First Floor 38 Second Floor 39 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 40 Providing and laying Polished Granite stone flooring in required designand patterns, in linear as well as curvilinear portions of the building allcomplete as per the architectural drawings with 18 mm thick stone slabover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarse sand) laid and jointed with cement slurry and pointing with whitecement slurry admixed with pigment of matching shade includingrubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent 41 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the same. The rate is inclusive of all operation, material and required pattern approved by Engineer-in-Charge: 42 Supply and fixing 6 mm (1/4) thick China glazed tiles in flooring or in skirting or dado laid with 1:3 cement and approved coarse sand mortar finished with white cement slurry jointing and polishing complete including supply of all materials, labour and tool sand plants etc. required for proper completion of the work. 43 Ground & First Floor 44 Second Floor 45 Providing and laying brick coba 100 mm thick laid with M-150 class brick bat coba 7.50cm thick with gap of 15mm to each other, over 20 mm thick base of cement mortar 1:4 cement and coarse sand mixed with water proofing compound spreading cement slurry mixed with acrelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1:4 cement and coarse sand mortar finised smooth & top mashed false square 30 cm x 30 cm and side wall parapet shall be mono tythic plaster wall up to 30 cm higher and junction and corner shall be rounded by brick ballast cement and coarse sand masonany Coba with top finised plaster mixed with acetic water proofing compound @ 2% by weight & including s/o all material, labour, T& P etc complete for proper completion of work. 46 Supply & fixing of flush doors commercial quality conforming to IS : 2202 Part I (1983) including fixing of wooden cleats & stoppers & including fixing & adjustment of hinges, bolts locks, handles, springs & other fittings but excluding their supply & including painting with two coats of black Japan paint on all iron fitting. Fitting with necessary screws to be supplied departmentally. 35 mm thick. 47 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). 48 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 49 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.10.15.1 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) 50 Providing & fixing of door / windows grill. Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 9.48.1 Fixed to steel windows by welding 51 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.10.15.1 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) Angle iron chaukhat (40x40x5) 52 Fixing of Door, windows / ventilators chaukhats in position. 53 (a) Door chaukhats 54 (b) Window chaukhats 55 (c) Ventilator chaukhats 56 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, EPDMgasket, 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) Note: For uPVC frame, sash and mullion extruded profilesminus 5%tolerancein dimension i.e. in depth & width of profile shall be acceptable. Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Casement window single panel with S.S. friction hinges (300x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 ± 0.2 mm andsingle glass pane glazing beadof appropriate dimension.(Area of window upto 0.75 sqm.) 57 Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash 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), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 sealent 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, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made. Three track three panels sliding window with fly proof SS wire mesh (Two nos. glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate dimension (Area of window upto 1.75 sqm). 58 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogenous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturers specification and direction of Engineer-in-charge. 59 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1 mm, painted with primer , all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles & rails will be mitred cut, joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100mm x 8 mm complete as per manufacturers specifications & direction of Engg.-in-charge. Non decorative finish 60 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections & other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia & size, including necessary filling up the gaps at junctions, i.e. at top, bottom & sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engg.-in-charge. (Glazing, paneling & dash fasteners to be paid for separately) : Powder coated aluminium (minimum thickness of powder coating 50 micron) 61 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/ sqm) 62 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete. With 2nd class teak wood beading 62X19 mm 63 Polishing in high gloss/matt finish melamine clear polish on woodwork in required color/wooden shade texture with following process in the sequence as detailed below: 1. The surface to be polished is rubbed with sand paper 80/120 no.and then with sand paper of 160/180 nos.2. Applying two coats of sealer with spray gun and allowing sufficientdrying time for 1st coat and 2nd coat is allowed to dry for 8 to 12hrs.3. On drying of sealer coat, wet rubbing with emery cloth of finergrading with ample water to remove excess sealer layer andmake the surface further smooth after this wet rubbing, thensurface is applied with special grade melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is applied with spray gun using melamine clear polish and melamine thinner in required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final melamine polish is applied with compressor pressure spray gun using melamine clear polish and melamine thinner mixed in required proportion complete asper direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap of time.) 64 Same as above but on new wood surface. 65 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). 66 Ground Floor 67 First Floor 68 Second Floor 69 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :Two coats. (For Internal wall surface & ceiling) (Asian Paint or equivalent) 70 Ground Floor 71 First Floor 72 Second Floor 73 Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 74 Ground Floor 75 First Floor 76 Second Floor 77 Providing & fixing stainless steel sliding door bolts ISI marked to required colour or shade with nuts and screws etc complete.(a) 300mm x 16mm 78 P/Fixing stainless steel tower bolts ISI marked to required colour or shade with necessary screws etc. 79 (a) 250 mm x 10mm 80 (b) 200 mm x 10mm 81 Providing & fixing stainless steel handles ISI marked to required colour or shade with necessary screws etc. complete. 125 mm 82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete. 83 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium tubular handle bar 84 Providing & fixing of Rolling shutters of approved design made of 80 x 125 mm (3 x 18 gauge) cold rolled MS lath interlocked throughout their entire length and jointed together at the end by end locks end mounted on specially designed pipe shaft with brackets, side guides & arrangements for inside and outside poking with push & pull operation complete but excluding the cost of top cover and spring. 85 Providing & fixing 27.5cm long wire spring grade No. 2 for rolling shutters. 86 Providing & fixing top cover for rolling shutters. 18 gauge. 87 Providing and fixing ball bearing for rollong shutters. 88 Providing & laying of light cinder filling under floor of toilets & other sunken roofs. 89 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. 90 Construction of drain along with apron. 91 Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). for ACP & STRUCTURAL GLAZING WORK 92 Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times design wind pressure without any failure), including functional design of the aluminum sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants, flashings, fire stop (barrier)-cum-smoke seals, microwave cured EPDM gaskets for water tightness, pressure equalisation & drainage and protection against fire hazard including:b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5 brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC/ masonry/structural steel framework of building structure using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment , including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight.Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME-330-10 testing method for a range upto 50 mm” 5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing method for Qualitative test” Tests to be conducted on site 6. Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000ml” 93 Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as required and specified, comprising of an outer heat strengthened float glass 6mm thick, of approved colour and shade with reflective soft coating on surface # 2 of approved colour and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all complete for the required performances, as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be assembled in the factory/ workshop of the glass processor. (Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2) For payment, only the actual area of glass on face # 1 of the glass panels (excluding the areas of the grooves and weather silicone sealant) provided and fixed in position, shall be measured in sqm (i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading coefficient (0.25-0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties of performance glass shall be decided by technical sanctioning authority as per the site requirement. 94 Extra for openable side / top hung vision glass panels (IGUs) including providing and supplying at site all accessories and hardwares for the openable panels as specified and of the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone locking sets with stainless steel plates, handles, buffers etc. including necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural drawings, as per the approved shop drawings, as specified and as directed by the Engineerin- Charge. 95 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame (frame work to be paid separately): 96 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with necessary stainless steel screws etc. 97 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes 98 Supplying and installation of Extruded Aluminium linear facade and curves not exceeding 3000mm radius with 150X50mm block and 100mm space along with top and bottom cover and capping for individual profiles, fixed on extruded aluminum rail 80mmX50mm powder coated with dulux Eelctro black ace (or any specified shade) spanning between supports of maximum distance of 1500mm with the help of Sainless steel Non slip barb, steel rivet- galvanised to class 3, aluminium clip coated with external grade Matt powder coating, including the cost of necessary fittings and fixtures etc. as per approved drawing and design from Architect in charge (make Citadel/ Woodform Architectural or equivalent) 99 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 100 Design supply & installation of suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/ beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 101 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. 70 mm thick 102 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. 103 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type. Fastener with threaded dia 10 mm 104 Supplying, designing, fabricating, transporting, hoisting and fixing in position mural works in good quality of 70 mm Red sandstone 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. 105 Centering and shuttering including strutting, propping etc. and removal of form for 106 Foundations, footings, bases of columns, etc. for mass concrete 107 Columns, Pillars, Piers, Abutments, Posts and Struts 108 SUB HEAD-I-SANITARY INSTALLATIONS 109 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid 110 Providing & fixing toilet paper holderC.P. brass 111 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. 112 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm witha single 15 mm C.P. brass pillar tap 113 Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and brackets, cutting and making good the walls wherever required:- (a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 114 Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. 115 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. 116 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. 117 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. 118 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 & kitchen sink) 15 mm nominal bore 119 Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore 120 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter 121 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia 122 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore 123 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not lessthan 190 gms. 124 Providing and fixing Stainless Steel AISI 304 (18/8) kitchen sink as per IS: 13983 with C.I. brackets and stainless steel plug 40 mm, including painting offittings and brackets,cuttingandmakinggoodthe walls wherever requiredKitchen sink with drain board 510x1040 mm bowl depth 200 mm 125 Providing & fixing PVC waste pipe for sink including PVC waste fittings Complete Flexible Pipe 32mm Dia 126 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15mm nominal bore 127 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore 128 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. 129 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. Granite Stone of approved shade 130 Providing and fixing of Kent Elite Plus Water Purifier (RO+UV+UF+TDS Control) with flow rate (50L/hr)including all its accessories, complete in all respect including testing etc. 131 Providing and fixing of Water Cooler (Voltas Make) including all its accessories, complete in all respect including testing etc. 132 Providing and fixing of storage type (pressurised type) electrichot water heater copper sheet container, 25 mm thickinsulation, stove enamelled M.S. jacket thermostatically controlled immersion heater with pilot neon lamp, suitable length of electrical cable and 15 amp 3 pin plug top, complete in all respect including testing etc. Capacity 25 Liters 133 SUB HEAD-II-WATER SUPPLY 134 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. 135 Concealed work, including cutting chases and making good the walls etc. 136 For Internal Toilet 137 15 mm nominal outer dia Pipes 138 20 mm nominal outer dia Pipes 139 25 mm nominal outer dia Pipes 140 32 mm nominal outer dia Pipes 141 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. 142 Internal work - Exposed on wall 143 20 mm nominal bore 144 25 mm nominal bore 145 32 mm nominal bore 146 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 147 Terrace loop & Tank Filling Pipe 148 50 mm nominal bore 149 65 mm nominal bore (i/c two coat of synthetic enamel paint) 150 Supply, fixing, testing and commissioning of following Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve - IP65CB - 230VAC, as per specifications:- 151 Lehry Make Automatic OHT Level Control System Consist of Following Items 1) LEHRY Make On-Off Type Electrical Actuator Single Phase 220V AC Operated Wafer Type Butterfly Valve with CI Body & SS Disc 2) Level Float Switch- 5M 3) Control Box (a) IP 65 Finishing(250 x 160 x 115)mm (b) LED Lamps: Tank FULL, Tank EMPTY, Power (c) Power supply toggle switch (d) Accepts 230V Single Phase power supply and provides 24VAC to float switch and 230VAC to valve coil. (e) Accepts NO/NC feedback from float switch. 50mm 152 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 50mm diameter pipe 153 Providing, Fixing, Testing & Commissioning of XLPE Insulation of 9mm thickness on hot water supply pipes. Astral orequivalent approved complete in all respect as directed by Engineer-in-charge. 154 15mm dia (9 mm thickness) 155 20mm dia (9 mm thickness) 156 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 : 50 to 80 mm nominal bore 157 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 158 For vertical pipe connection with terrace ringmain 159 20 mm nominal bore 160 25mm nominal bore 161 32mm nominal bore 162 50mm nominal bore 163 65mm nominal bore 164 Providing and fixing MS pipe puddle flanges of required size with 600mm long with 6mm thick MS plate of size 300mm x 300mmof suitable size properly fixed in RCC walls of water tanks, including necessary welding complete in all respect as per details shown on darwings and directions of Engineeer-in-charge for water tanks. 165 25mm dia. 166 50mm dia. 167 65mm dia. 168 150mm dia. 169 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. 110 mm dia (for rain water) 170 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. 171 Single Push Fit Coupler 172 110 mm dia 173 Single tee with door 174 110x110x110 mm 175 Plain bend 87.5 deg 176 110 mm dia 177 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. 110 mm dia 178 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. 179 SUB HEAD : IV - INTERNAL DRAINAGE 180 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. 181 Internal Toilet (Soil & Waste Pipe) 182 75 mm 183 110 mm 184 Exposed on Wall (Soil & Waste Pipe) 185 110 mm 186 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. 187 Bend without door (87.5°) 188 110mm bend 189 Bend without door (45°) 190 100mm 191 75mm 192 Y Fitting without door 193 100mm 194 75mm 195 Reduced Y Fitting without door 196 100mm x 75mm 197 Single Tee without door 198 110mm 199 75 mm 200 Single Tee with door 201 110mm 202 Reduced Tee with door 203 110mm x 75mm 204 Coupler 205 110mm 206 Clean Out Plug (COP) 207 110mm 208 75 mm 209 Vent Cowl 210 110mm 211 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. 212 For Wash basin & Urinal 213 50mm dia. Pipe 214 32mm dia. Pipe 215 Elbow (90°) 216 50mm 217 32mm 218 Elbow (45°) 219 50mm 220 32mm 221 T fitting 222 50mm 223 32mm 224 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.110mm x 75mm x 50mm/40mm (Toilet) 225 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. 226 110mm x 75mm (Toilet) 227 110mm x 75mm (Kitchen) 228 Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating (including balcony) 229 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-type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 230 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: 100 mm diameter 231 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding 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. 232 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 233 COST OF SEWERAGE WORKS 234 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depthPipes 80 mm to 300 mmdiameter 235 Opentimbering in trenches including shuttering and shoring complete. (Measurement to be taken of the face area timbered) Depth not exceeding 1.5 meter 236 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. 150 mm.dia. RCCPipes 237 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 150 mm. dia. 238 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 239 Extra for depth for manholes: 240 Size 90x80cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 241 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).With common burnt clay FPS (non modular) bricks of class designation 75 (i) For Sewer Line 242 Extra for depth for manholes: Size 90x120cm with With common burnt clay FPS (non modular) bricks of class designation 7.5 243 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. 244 Supply, installing, testing and commissioning of non clog submersible type drainage / dewatering pumpset 245 COST OF EXTERNAL WATER SUPPLY WORKS 246 Providing & fixing G.I. pipes complete with G.I. fittings includingtenching and refilling etc. (external work) 247 65mm nominal bore. 248 50mm nominal bore. 249 32mm nominal bore. 250 Providing and fixing gate valve (with cap complete with bolts, nuts, rubber insertion etc. 251 65mm nominal bore. 252 50mm nominal bore. 253 32mm nominal bore. 254 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 255 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 : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 256 RAIN WATER HARVESTING 257 RECHARGE PITS 258 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 259 In all kind of soil upto 1.5m depth 260 In all kind of soil upto 1.5m to 3.0m. depth 261 In all kind of soil upto 3.0m to 4.5m. depth 262 In all kind of soil upto 4.5 m to 6.0m. depth 263 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 264 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 265 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 266 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 267 12mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand) 268 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 269 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 270 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually. 271 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia 272 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads& lifts, all complete as per direction of Engineer-in-charge. 273 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per directionof Engineer-in-charge. 274 Supplying, filling, spreading & leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer,for all leads & lifts, all complete as per direction of Engineer -incharge. 275 Gravel packing in tubewell construction in accordance with IS: 4097,including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer-in-charge. 276 DESILTING CHAMBER 277 Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand) including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m. 278 In all kind of soil upto 1.5m depth 279 In all kind of soil upto 1.5m to 3.0m. depth 280 Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. 281 Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work. 282 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 283 Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 284 15mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand) 285 Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar 286 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter 287 DRAINAGE NETWORK 288 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depth Pipes 80 mm to 300 mmdiameter 289 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. 150 mm.dia. RCCPipes 290 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 150 mm. dia. 291 Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks 292 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: 293 Drain 300 wide average.Depth 45 cm with R.C.C. slab 294 Drain 450 wide average.Depth 45 cm with R.C.C. slab 295 SEPTIC TANK & SOAK PIT 296 Size :- Length = 7.50 M. Width = 2.65M Total Depth =3.00M 297 Earth work in excavation over areas including disposal of excavated earth, lead upto 50m, disposed earth to be levelled and neatly dressed. 298 In all kind of soil upto 1.5m depth 299 In all kind of soil upto 1.5m to 3.0m. depth 300 In all kind of soil upto 3.0m to 4.5m. depth 301 Providing and laying of cement concrete in base excluding the cost of centring and shuttering by 1:2:4 (1 cement : 2 coarse sand : 4 gradded stone aggregae 40mm nominal size) 302 Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand) 303 Reinforcement cement concrete work in RCC culvert slab with 1:1.5:3 (1 cement : 1.5 coarse sand and 3 gradded stone aggregate of 20 mm nominal size) excluding centering and shuttering and reinforcement. 304 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 305 12mm cement plaster on rough side of mix 1:3 (1 cement : 3 coarse sand) 306 Providing M.S. foot rest including fixing with 20x20x10 cm. cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 gradded aggregate of nominal size 20mm ) as per standard design with 20x20mm sq bars. 307 Providing and fixing C.I. tee at the inlet and outlet of septic tank. 308 Providing & fixing 75mm dia vent pipes. 309 Providing & fixing of 75mm dia cast iron terminal guard. 310 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. 311 M.D. -10- Circular shape 500mm internal diameter 312 M.D. -2.5- Circular shape 450mm internal diameter 313 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8m long complete as per standard design. With F.P.S. bricks 314 CONSTRUCTIONOFTUBEWELL(suitable for 1000 lpm yield) 315 Transportation Charges of drilling equipment including assembly and other material as required. 316 Drilling of 675 mm. dia by rotary machine 317 Supply & laying of 350 mm. dia housing pipe (8 mm. thick) 318 Supply & laying of 200 mm. dia blind pipe (8 mm. thick) 319 Supply & laying of 200 mm. dia slotted pipe (8 mm. thick) 320 Supply & fixing of 350 mm. dia Socket 321 Supply & fixing of 200 mm. dia Socket 322 Supply & fixing of 200 mm. dia Bail plug 323 Supply & fixing of 350 mm. dia well cap 324 Supply & fixing of 350x200 mm. dia reducer. 325 Supply & fixing of 350 mm. dia housing clamp 326 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. 327 Development by air compressor including Transportation. 328 Development by O.P. Unit including Transportation. 329 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. A - Discharge of water in LPM 860 Approx size of discharge outlet in 80 mm. B - Total Head of pump set 45 m. 330 Supply and fixing of finolex or equivalent ISI marked submersible copper cable of size 2x3x2.5 sq. mm. 331 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. 332 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. 333 Supply of 80mm dia M.S. column pipe clamps with nut, bolts, packing etc. 334 Supply of 80mm dia C.I. double flanged ISI mark reflex valve of updadhya or equ. Make. 335 Supply of 80mm dia C.I. double flanged ISI mark sluice valve with hand wheel of upadhya or equ. Make. 336 Supply of C.I. double flanged bend of 80mm dia i/c cost of material and labour. 337 Supply of 80mm dia C.I. tee heavy quality i/c cost of material. 338 Supply of Guru/Fibing or equivalent make pressure gauge. 339 Erection & commissioning of pumping plants complete along with electric wiring. 340 Supply of steel wire rope of 1/2 size 341 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. 342 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. 343 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. 16 sqmm x 4 core 344 FIRE FIGHTING SYSTEM 345 Excavating trenches of required width for pipes cables etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m ncluding 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. Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia. 346 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mm nominal bore (pipe in pump room & external) 347 Supplying and fixing of fire brigade connection of cast iron body with gun metal male instantaneous inlet couplings complete with cap and chain as reqd. for suitable dia MS pipe connection conforming to IS 904as required : 2 way - 100 mm dia M.S. Pipe (Siamese& draw out connection) 348 SUB HEAD-II: INTERNAL FIRE FIGHTING WORKS(HYDRANT SYSTEM) 349 Supplying, installation, testing and commissioning of electric driven terrace pump suitable for automatic operation and consisting of following, complete in all respects, as required: (Terrace Pump)(a) Horizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520b) Suitable HP squirell cage induction motor TEFC type suitable for operation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type with Class-F insulation, conforming to IS-325.(c) M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.(d) Suitable cement concrete foundation duly plastered and with anti vibration pads.450 lpm at 35 m Head 350 Providing & fixing of pressure switch in M.S. pipe line including connection etc. as required. (for terrace booster pump) 351 Providing and fixing in position the industrial type pressuregauges with gun metal / brass valves complete as required (for terrace booster pump) 352 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze/gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm dia. 353 Providing, installation, testing and commissioning of non-return valve of following sizes confirming to IS: 5312 complete with rubber gasket, GI bolts, nuts, washers etc.as required : 100 mm dia. 354 Providing, laying, testing & commissioning of C class heavy duty MS pipe conforming to IS 3589/IS 1239 including Welding, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 355 80 mm nominal bore 356 100 mm nominal bore 357 Supplying and fixing single headed internal hydrant valve with instantaneous Gunmetal/Stainless Steel coupling of 63 mm dia with cast iron wheel ISI marked conforming to IS 5290 (Type -A) with blank Gunmetal/Stainless Steel cap and chain as required :Single headed Gunmetal 358 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required.20 mm nominal internal dia water hose thermoplastic (Textile reinforced) type -2 as per IS: 12585 20 mm nominal internal dia gun metal globe valve & nozzle. Drum and brackets for fixing the equipmets on wall. Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket.40 m 359 Supplying and fixing 63 mm dia, 15 m long RRL hose pipe with 63 mm dia male and female couplings duly bound with GI wire, rivets etc. conforming to IS 636 (type-A) as required :Gun metal 360 Supplying & fixing 63 mm dia gun metal short branch pipe with 20 mm nominal internal diameter size nozzle conforming to IS 903 suitable for instantaneous connection to interconnect hose pipe coupling as required :Gun metal 361 Providingandfixing standard fire mans axe with heavy duty insulated rubber handle. 362 Providing of FHC Door made of 16 gauge MS Sheet with frame of size 105x70mm complete door and frame assembly including all hardwares (Concealed Flush handle,Allen Key Lock, MS Hinges, 5mm Thick Float glass) & accesories . The door to be painted with fire resistance paint. The scope shall also include the painting of the frame with the same paint as the shutter or complete as per direction of Engineer-in-charge.(Approx. size of door:900mm Wide & 1500mm Height) 363 Supplying and fixing orifice plate made out of 6 mm thick stainless steel (Grade 304) with orifice of required size to be fitted between flange & landing valve of external and internal hydrants to reduce pressure at the outlet to the level of 3.5 kg/cm2 complete as required. 364 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valve on top and flanged connection to riser, drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and paintingwith synthetic enamel paint of approved shade as required. 365 SUB HEAD-III: FIRE EXTINGUSHER 366 Supply and fixing of C02 type fire extinguisher 4.5 kg. capacity (ISI Marked IS : 2878 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 367 Supply and fixing of fire extinguisher, ABC Type 6.00 kg. capacity (ISI Marked IS : 15683 & TAC approved) complete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work. 368 Providing and fixing Fire related signages printed on photoluminescent U1000 aluminium sheet of 1.0 mm (+-10%) containing Lumigen II as base chemical, covered under UV stablized coating and of appropriate sizeincluding fixing on wall, door, ceiling etc. with proper clamps, hangers, cleats, anchor fasteners etc. complete in all respects as directed by Engineer-in-charge. 369 SUB HEAD-IV: ELECTRICAL WORKS (For Terrace Pump) 370 Supply and laying of aluminium conducter, PVC insulated armoured, served, sheeted cable 1000 bolts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamps etc. of suitable size. 3CX6Sqmm AL XLPE Cable 371 Supply & fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respects. The armouring of the cable shall be properly connected with the earth as per dire 3CX6Sqmm AL XLPE Cable 372 Fabricating & Supply, installing, testing and commissioning ofsheet steel clad floor mounting control panel having suitable size for control of 1 nos. booster pumps 5.5 KW/7.5HP each having suitable incoming MCCB, incoming voltmeter with selector switch and fuses. DOL Starter with hand reset overload cum single phase preventor type relay, Ammeters to read current in any one phase, alarm with reset push button which will automatically reset for the next cycle.(As per the Technical Specifications)(At Terrace floor) 373 Supplying and installing following size of perforated pre-painted M.S.cabletrayswithperforationnotmorethan17.5%,in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.150 mm width x 50mm depth x 1.6 mm thickness. 374 SCHEDULE OF QUANTITIES FOR ELECTRICAL WORKS 375 SUBHEAD I- WIRINGPOINTS 376 Wiring point for light with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit pipe partly concealed in the wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box, piano type switch & ceiling rose/angle/batten holder on 3mm thick phenolic paminated backalite sheet etc complete in all respect as directed including matching colour wash 377 Wiring point for fan / fresh air fan (light duty exhaust fan) with 1.5 sq.mm.FRLSH PVC insulated multistrand single core copper conductor cable in PVC conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with 14 SWG copper earth continuity wire,GP Box , piano type switch & ceiling rose on 3 mm. thick backelite sheet etc., complete in all respect including matching colour wash. 378 Wiring point for 5Amp plug with 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable in heavy guage rigid steel conduit partly concealed in wall and partly laid in slab alongwith the reinforcement before concreting, complete with14 SWG copper earth continuity wire and piano type switch and socket etc., complete in all respect including matching colour wash. 379 Addition when modular type switches etc are used in place of piono type switches etc. in various wiring points. 380 Addition for light / fan points with modular type switchin place of piono type switch. 381 Addition for plugpointswith modular type switchin place of piono type switch. 382 Addition for Exhaust fanpointswith modular type switchin place of piono type switch. 383 Supply and fixing of power plug with 15A/250 V flush type switch and 5 Pin 15 A/250V flush type universal socket in suitable M.S. box of 175mmx100x50mm size with phenolic laminated bakellite sheet cover 3mm thick fixed with brass machine screws and cup washer. 384 Supply and fixing of power plug with 20A/250 V flush type switch and 5 Pin 20 A/250V flush type universal socket in suitable M.S. box including supply of all material, labor T&P etc. required for proper completion of work. 385 Supply & wiring of submains with 2 nos. 2.5 sq.mm & with 1 no. earth wire of 1.5 sq.mm FR PVC insulated 1100 V grade single core multistrand copper conductor cable in 20 mm dia heavy duty (2mm thick) PVC conduit complete, including supply of all material, labourand T&P etc. required for proper completion of the work as directed by Engineer I/C. 386 Supply and wiring of submain 2 number 4 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 2.5 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 387 Supply and wiring of submain 2 number 6 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 20mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 4 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 388 Supply and wiring of submain 2 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 25mm dia PVC conduit partly concealed in wall and partly laid in slab along with one number 6 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 389 Supply and wiring of submain 4 number 10 sqmm . FRLSH PVC insulated 1100 V grade multistranded single core copper conductor cable in heavy duty( 2 mm thick ) 32mm dia PVC conduit partly concealed in wall and partly laid in slab along with two number 10 sqmm FRLSH PVC insulated multistranded copper conductor cable as earth contunity wire etc. complete in all respects. 390 Supply and wiring of 4 number 16 sq. mm. PVC insulated 1100 V grade single core Copper conductor cable in 40 mm dia PVC conduit concealed in wall, with two number 10 sqmm single core Copper conductor cable as earth continuity wire drawn in coudit including matching colour wash etc., cable as earth contunity wire etc. complete in all respects. 391 Supplyfixingand concealing of20mm dia.2mm thick PVC conduit pipe with ISI mark embossed and with PVC acessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin/ adhesive to make the complete piping rigid,plastering with cement sand mortar finished to level with matching colour including cost of material labour and T & P etc required for proper completion of work( forTelephone) 392 SUBHEAD II-INSTALLATION OF LIGHT FIXTURES AND FANS 393 Erection and testing of ceiling fan and regulator for room height upto 3.5mts. including supply of 3mm thick G.I. Pipe 19mm dia duly painted, complete in all respects. 394 Erection and testing exhaust fan on the exhisting hole with suitable size of rag bolts nuts and washers etc. complete in all respects. 395 Supply and fixing hexagonal/Round G.P. fan box of approved make made up of 1.0mm thick ISI Marked G.P. sheet spot weeldeed Four to Eight holes of 25.4 mm for pipe entry of the box. Holes should be semi-shuttered type with 0.5mm G.P. Sheet made upper & lower cover duly screewed fitted with 300mm round zink coted M.S Bar X 12mm & brand name should be embossed.Fixing with wiring conduit laid in the R.C.C roof before concreting alongwith supply of all material, labour, T&P etc. required for proper completion of the work. 396 Supply of Ceiling Fan with fan motor of A.C Permanent insulation, capacitor rating conforming BEE 5 star rating and IS:374/79 and also comply with IS: 1709/1984 with latest amendment. The rated voltage 220/240 volts, 50Hz, 1-ph AC the fan assemble should consists of down road blades, shackle canopies etc and with double ball bearing system.BEE 5 Star rated-1200mm sweep 397 Supplyfixingofelectronic fan regulator(Modular) 120-280 V. ISImarked, on the existing switch board including making connetion, required material, labour T/P etc for proper completion of work to the satisfaction of Engineer in charge of work. 398 Supply and fixing of recess/surface mounting round 24 to 32 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set complete in all respect.CAT- AAA 399 Supply and fixing of 1X1 recess/surface mounting 18 Watt to 20 Watt LED Down Lighter having Powder coated die cast aluminium housing with extended heat sink, diffuser/ Reflector and driver set completed in all respects.CAT- AAA 400 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 2 x 22 watt suitable for up to 2 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 401 Supply & fixing of LED Tube Light with Metal heavy dutyBox type batten Light fitting 1 x 22 watt suitable for up to 1 x 22 watt LED Polycarbonate tube light complete including tube etc suitable for both surface & surface complete in all respects.(CAT: AAA) 402 Supply & fixing of recess/Surface mounting round 6 to 8 watt, LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set, suitable for 24Hr continuous Operation,complete in all respect.(CAT: AAA) 403 Supply and fixing of water tight oblong 10 watt LED bulhead luminaire with driverr set confirming to IP 65 and above Protection complete in all respect.(CAT: AAA) 404 Supply and fixing ofbatten/angle holder complete all respect. 405 Supply and fixing of 3 Watt LED Path / Walkover luminaire having powder cotated die cast aluminium body with drive set . Confirming to IP 65 Protection complete in all respect.CAT-AAA 406 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with dirver set suitable for 40 to 50 Watt. Confirming to IP 65 protection complete in all respect.CAT-AAA 407 NON SCH. 408 Supply and fixing of 17 watt LED Mirror Light and complete in all respect. 409 Supply and fixing of 12 watt LED bulb complete in all respect. 410 Supply and fixing of 40 watt Tungsten Filament Antique Glass Light Incandescent Bulbs Vintage Base E27 Bulb Yellow Light. complete in all respect. 411 Supply and fixing of Dome Shape Pendent Light,complete in all respect, Make : Havells, Wipro, Philips ,Jaguar,Bajaj or Eq. 412 SUBHEAD III-DISTIBUTION BOARD 413 Supply and fixing of surface/flush mounting distribution boards with additional metal door without MCB complete in all respects.(CAT A) 414 8 Way SPN 415 12 Way SPN 416 6 Way TPN 417 8 Way TPN 418 4 Way VTPN 419 Supply and fixing of 6Amp to 32 Amp (10 KA)SP MCB in existing MCB, DB complete with connections as required. (CAT: A) 420 Supply fixing and making connection of following MCBS complete in all respects as per direction and satisfaction of engineer-in-charge.(CAT: A) 421 6 Amp. to 32 Amp. DP MCB (10 KA) C Curve(CAT: A) 422 40 Amp. TP MCB(CAT: A) 423 40 Amp. FP MCB(CAT: A) 424 63 Amp. FP MCB(CAT: A) 425 S&F and making connection of 25A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 426 S&F and making connection of 40A 2 pole 30mA ELCB/RCCB of Din Rail Mounting complete in all respect as per direction and satisfaction to the Engineer in charge. 427 Supply and fixing Single Pole MCBS Blanking Plate complete in all respects. (CAT: A) 428 Non-Sch. 429 Supply fixing and making connection of following MCCBS complete in all respects as per direction and satisfaction of engineer-in-charge. 63 Amp. FP MCCB (25 KA) Thermal Magnetic release 430 SUBHEAD IV-CABLES 431 Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around 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 the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 432 300 sq. mm 3.5 core 433 185 sqmm3.5 core 434 35 sqmm3.5 core 435 25 sqmm3.5 core 436 6 sqmm3 core 437 Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of EngineerIncharge 438 300 sqmm3.5 core 439 185 sqmm3.5 core 440 35 sqmm3.5 core 441 25 sqmm3.5 core 442 6 sqmm3 core 443 Supplying and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge. 444 300 sqmm 445 185 sqmm 446 150 sqmm 447 95 sqmm 448 35 sqmm 449 25 sqmm 450 16 sqmm 451 6 sqmm 452 SUBHEAD V-EARTHING 453 Supply and burying of 600mm x 600 mmx6mm G.I. plate, vertically for earthing with its top atleast 3 mts. below ground level complete with 20mm G.I.pipe and funnel for watering and two earthing leads of No.8to10SWG G.I.wire in 15mm dia G.I. pipe upto switch board (from apron to switch board the cost of G.I. pipe and G.I. wire will be extra) 30cm. square C.I. frame with hinged cover, masonary housing, alternate layers/of charcoal/ coke and salt at least 150mm thick alround etc. complete in all respects. 454 Supply and burying of 600mm X 600mm X 3 mm copper 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 ofone no. 8SWG copper wire in 15 mm dia G.I pipe up to switch board ( from appron to switch board the cost of G.I pipe and copper wire will be extra) 30 cm square C.I frame with hinged cover masonry housingalternate layers of charcoal / coke and salt atleast 150mm thick alround etc. as per directions of Engineer in charge complete in all respects. 455 Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects. 456 Supply and Laying of 32mm X 6 mm Copper strip from earth electrode directly in the ground as required complete in all respects.. 457 Supplying & Laying of 25mmx3mm G.I. Strip for earthing purpose as required complete in all respects. 458 Supply & fixing of two number 8 SWG G.I. wire in 15mm dia GI pipe for earthing purpose as required complete in all respects. 459 L.T. PANEL 460 Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCBs to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports. The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section. 461 The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmBUILDING MAIN LT PANELIncoming :1 No 250 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 125 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 63 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity1 No 200 Amp. 4P ATSMetering :1 Set of CTs one of 250/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 200/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 125/ 5Amp ratio for Multifunction Meter1 Set of CTs one of 63/ 5Amp ratio for Multifunction Meter4 Set of Phase Indication Lamp.Bus Bar :One (1) No. 300 Amp. FP aluminimum bus bar of suitable length.One (1) No. 160 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.100 Amps FP MCCB of 25KA - 2 No63 Amps FP MCCB of 25KA - 10 No40 Amps FP MCCB of 25KA - 1 No32 Amps DP MCB of 10KA - 2 NoSPARE & SPACEPanel described as above 462 METERING PANELIncoming :1 No 100 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking CapacityMetering :1 Set of CTs one of 100/ 5Amp ratio for Multifunction Meter1 Set of Phase Indication Lamp.Bus Bar :One (1) No. 120 Amp. FP aluminimum bus bar of suitable length.Outgoing :Phase indication lamps on each outgoing to be provided.63 Amps FP MCB of 10KA - 2 No32 Amps DP MCB of 10KA - 9 NoSingle Phase Energy Meter- 8 Nos.Three Phase Energy Meter- 1 Nos.SPARE & SPACEPanel described as above 463 SUBHEAD VII-TELEPHONE SYSTEM 464 S/F MODULAR BOXES, BASE & COVER PLATE :- 465 Supplying and fixingfollowing size/modules, GI box along with modular base& cover plate for modular switches in recess etc as required. 1 or 2 Module (75mm X 75 mm) 466 S/F MODULAR TYPE SWITCH / SOCKET :- 467 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. 468 Telephone socket outlet 469 TV Antenna socket outlet 470 Supplying and drawing telephone wire following pair 0.5 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 2 Pair 471 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated,shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/recessed steel/PVC conduit as required. 472 Supplying and fixing modular blanking plate on the existing modular plate& switch box excluding modular plate as required 473 Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 1 run of cable 474 NON SCH. 475 Supplying and fixing following modular switch/ socket on theexisting modular plate & switch box including connections but excluding modular plate etc as required. RJ-45 Jack With Cat 6 -2M 476 Supplying telephone wire following pair 0.6 sqmm FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/recessed steel/PVC conduit as required. 5 Pair 477 S/f of 10 pair Junction Boxes for Floors and building with Krone connectors , with connection and punching of same 478 SUBHEAD VIII-CABLES TRAY & RACEWAY 479 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 480 100 mm wide x 50 mm depth x 1.6 mm thickness. 481 150 mm wide x 50 mm depth x 1.6 mm thickness. 482 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray bends (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 483 100 mm wide x 50 mm depth x 1.6 mm thickness. 484 150 mm wide x 50 mm depth x 1.6 mm thickness. 485 Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray Tee (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 486 100 mm wide x 50 mm depth x 1.6 mm thickness. 487 150 mm wide x 50 mm depth x 1.6 mm thickness. 488 Providing, Laying and Fixing following Dia RCC Pipe NP 2 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. 150mm dia 489 NON SCH. 490 Providing and Laying unplastisized rigid PVC pipe conforming to IS:13592 type A including jointing , cuttingand making good the walls & floors as per requirement. 150mm 491 Supply of AC 230/250 Volts, 50 Hz exhaust fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 492 300mm sweep. 493 600mm sweep. 494 Supply of AC 230/250 Volts, 50 Hz Wall fans including providing nuts, bolts, mounting frame and other accessories including connections etc. complete as required 300mm sweep. 495 Making of following size of Cable Chamber made of 230 mm thick brick work in cement mortar (1 cement : 6 sand) with PCC 100 mm thick PCC base plastering of inner and outer surface with cement mortar including providing of Heavy Duty C.I Cover complete with digging, refilling and removal of surplus soil complete as required. 900 mm x 900 mmx 1000 mm deep 496 (NON SCH) 497 Supplying, Installation and commissioning of AMF start silent type 50 KVA DG set comprising of suitable BHPdiesel engine directly coupledto 3 phase Model- 4K1080TAG2 Engine BHP-80 rated at 1500 RPM, Water Cooled, Four Stroke Electric Start 4 Cylinders Diesel Engine conforming to BS 5514 with capacity Of 10%, complete in all respects with all required safety devices, fittings, batteries, accessories, filters, residential type silencer, control panel, inbuilt diesel oil MS tank of 990 ltrs. capacity made of 2mm thick M.S. sheet complete with M.S. fuel piping, G.M. gate valves, supports, control cable between generating set and control panel, exhaust piping with asbestos roping, antivibration mounting pads, first filling of lubricant oil totally enclosed in air tight, dust proof, weather proof, powder coated cubical type, sound proof as per CPCB norms acoustic enclosure made of 2mm thick CRCA sheet with with heavy duty doors, lockable arrangement, sound proof insulation with high density rock/mineral polymer/fibre cloth and perforated CRCA sheets, suitable to reduce the sound level upto 75dba approx. at a distance of 1 mtrs. as per CPCB norms Complete with axial flow heavy duty exhaust fans for adequate ventilation exhaust of hot air etc including making of cement concrete foundation of 1: 2:4 (1 cement 2 sand and 4, 40mm graded stone aggregate) as per manufacturer recommendation complete as per specifications and conditions as required. (The diesel engine and alternator shall be so rated to deliver the specified output at site condition complete with control cable etc. as required. 498 SUBHEAD XI- Solar Photovoltaic Power Plant 499 Supply, Installation, Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended, consisting of Mono/Poly Crystal line 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 330Wp or above,manufactured in India, conforming to IS 14286/ IEC61215, IS/IEC61730-Part-1, IS/IEC61730-Part-2. Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV module sused 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 400V AC, three phase, 4 wire,50Hz+/-2.5Hz, output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than 3% and suitable 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.d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands, lugs and other accessories etc. as required.e) Lightning and surge voltage protection.f) Connections & Interconnections by supplying & fixing required size XLPE insulated 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. as required. 500 ESTIMATE OFFOR 4.5 Mt. WIDE C.C. ROAD 501 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( PWD-251) 502 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc(DSR 16.1)*0.8222 503 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(DSR 16.3.2 and 16.4)*0.8222 504 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(DSR 16.43.2)*0.8345 505 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners,etc(DSR 16.45)*0.8222 506 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8222) Using grade A sealing compound. 507 TREMIX FLOORING IN PARKING AREA 508 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge etc( dsr 2.1) 509 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metr etc dsr 16.1 510 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone aggregate etc and Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .(dsr16.3.2 and 16.4) 511 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,etc(sor 16.43.2) 512 Providing and laying in position bitumen hot sealing compound for expansion joints etc. (DSR- 16.46.1*0.8681) Using grade A sealing compound. 513 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 514 [ LANDSCAPING WORK ] 515 Supplying and stacking sludge at site including royalty and carriage up to 1 km (sludge measured in stacks will be reduced by 8% for payment). 516 Carrigae of sludge upto 5 K.M. 517 Supplying and stacking at site dump manure from approved source including carriage upto 1 km (manure measured instacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 4.75 mm 518 Carrigae of manure upto 5 K.M. 519 Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge. 520 Spreading of sludge, dump manure or/and good earth in requiredthickness (cost of sludge dump manure or/and good earth to bepaid separately). 521 Digging holes in ordinary soil and refilling the same with theexcavated earth mixed with manure or sludge in the ratio of 2:1by volume (2 parts of stacked volume of earth after reduction by20% : 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). 522 Holes 0.9 m dia. and 0.90 m deep. 523 Providing & 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. 524 Providing & stacking of Pinus longifolia (Pinus) of height 90-105 cm. in cement pots of size 35cm as per direction of the officer-in-charge. 525 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 good earth shall be paid for separately). With grass Turf. 526 Sand Stone Pathway 527 Supplying & Laying of P.C.C. in 1:4:8 (1 Cement :4 Coarse sand: 8 stone aggregate 40 mm nominal size in base includinmg supply of all material labour T&P etc. 528 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. Red sand stone 529 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 530 Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. 531 [ COBBLE PATHWAY ] 532 Earth work in excavation 533 Excavation by Manual means 534 Surface dressing 535 P.C.C. 1:4:8 536 B/W in 1:4 ( 1Cement :4 Coarse sand) 537 12 mm plaster in 1:3 outer 538 12 mm plaster in 1:3 inner 539 Providing & fixing Cobble Stone Flooring (10X10X10)cm filling of joints in 1:3 Cement mortarwith matching colour pigments all complete specification & direction of Engineer in charge. 540 [ ABSTRACT OF COST - CHHATRI ] 541 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 542 Excavation of 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. 543 Sand filling in plinth under floors including watering, ramming, consolidating and dressing complete including lead up to 50m and lift upto 1.5m and including cost of sand. 544 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors. 545 Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment junction of wall and the floor 7.5 liters /sqm (5)Treatment of soil along external perimeter of building 7.5 liters/sqm. (6) Treatment of soil under apron along external perimter 5 liters/sqm. (As per manufacturers standard dilution) 546 R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20. 547 As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete). 548 As in item 6 but for thelighterbeams i.e. having spans upto 6 m. (Using 1:1.5:3 Mix concrete). 549 As in item 6 abovebut inR.C.C.Raft foundation and footingwithapproved stone ballast. (Using1:1.5:3Mix concrete). 550 As in item 6 above but in R.C.C. columns in 1:1.5:3 having strength not less than M-20. 551 M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar infoundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work. 552 P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. 553 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) 554 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 roughbacking. 30 mm thick 555 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. 556 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 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. 557 Supply/FIXINGOF Installation Of Fountain 558 [ ABSTRACT OF COST - POND (SIZE - 30.0X 3.3 MT. ] 559 Earth workinexacavationintrenches for foundations in ordinarysoil (loan clay or sand) includingliftupto 1.5m and leadup to 30m.&including filling watering & ramming of excavated earthin to trenchesorintothespace between the building& thesidesof foundation trenchesor in totheplinth and removal & disposal of surplus excavated earthas directedbytheEngineer i/c upto adistanceof 30 m fromthe foundation trenches. 560 Providing and layingin cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost ofform-work,in foundation and floors. 561 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 natural sources : 3 graded stone aggregate 20 mm nominal size)(Footing) 562 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-III) derived from natu ral sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 563 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. 564 Water proofing of pool as per spec.of DON building Chemicals. 565 Providing & fixing Glass Mosaic tiles in pond. 566 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite stone slab all colour and texture except black, Cherry/ Ruby red Area of slab over 0.50 sqm 567 Centering and shuttering including strutting, propping etc. and removal of form for. 568 Foundations, footings, bases of columns, etc. for mass concrete 569 Columns, Pillars, Piers, Abutments, Posts and Struts 570 Underground Sump 571 Supply installing , testing and commissioning of non clog submerssible tupe drainage/dewatering pumpset.Product Type: SUBMERSIBLE DRAINAGE PUMP Product ConfigurationPump Classification: Standard PumpComponent Materials Volute Material: Cast Iron FG 260 Impeller Material: Cast Iron FG 260Shaft Material: S.S AISI 410 Seal Material: Carbon/Ceramic/NBR/S.S 304 Motor Specifications Phase: 3 Voltage: 380-415VCable Length: Standard - 5 metresCable Length: Additional - 0 metres: 0Pipework Connection Float Switch: With Float Switch Solids Diameter LimitMaximum Solids Diameter: 10 mm Flow Rate = 205 LPM Each Pump Head = 9mEach Pump Set Detail = 1W+1S ( 2No. for LOWER GROUND TOILET) 572 Filling of carted earth. (230.13*4) 573 COST OF LIFT 13 PERSON 574 COST OF SOLAR PHOTO VOLTAIC PLANT 575 COST OF D.G.SET - 50 KVA 576 GST Extra as per applicable

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