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| Sl. No. | Item Description |
| 1 | Construction of 100 Capacity Female Nursing Hostel at Rani Durgavati Medical College Banda, District Banda (U.P.) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and for all lift. |
| 5 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 8km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and alround the coloumn pitswall tench basement excavation top surface if plinth filling junction of wall and floor along the external perimer of binding expansion joints,surrounding of pipes and conduits etc.complete(plinth area of the building at ground floor only shall be measuredas per I.S.6313(Part ll 1981) aldrine emulsifiable concrete or any other approved material such as hepthachlor or chlordance will be used.The rate of application of chemical emulsion shall be as follows:-(1)treatment for masonary & foundation 5 litres per sq.m.(2)back fill in immediate contract with foundation 7.5 litre per sq.m(3)treatment of top surface of plinth filling 5 liters per sq.m.(4)treatment of soil along external parameter of building 7.50 lire per sqm. (For payment plinth area to be measured as per IS Code). |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 9 | 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. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 10 | 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.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete |
| 12 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Suspended floors, roofs, landings, balconies and access platform |
| 14 | Shelves (Cast in situ) |
| 15 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 16 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 17 | Stairs, (excluding landings) except spiral-staircases |
| 18 | Weather shade, Chajjas, corbels etc., including edges |
| 19 | 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 |
| 20 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity |
| 21 | Initial test (Test Load 2.5 times the Safe capacity) |
| 22 | Routine test (Test Load 1.5 times the Safe capacity) |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 24 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 25 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 26 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | \"Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.\" \"(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.\" (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 29 | 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.) |
| 30 | Providing & filling of cinder in sunken portion of building including breaking into required sizes including supply of material, labour, T&P required for proper completion of works. |
| 31 | Providing and fixing bright /matt finished Stainless Steel Sliding Door Bolt of approved quality & make with necessary screws etc all complete. 250x16 mm. |
| 32 | Providing and fixing bright /matt finished Stainless Steel Tower Bolt of approved quality & make with necessary screws etc all complete. |
| 33 | 250x10 mm. |
| 34 | 150x10 mm. |
| 35 | Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete as per direction of Engineer-in-charge. 200 mm. |
| 36 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 37 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with necessary accessories and screws etc. complete. |
| 38 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/ window/ Clerestory windows & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 100 mm |
| 39 | Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge. 10 x 120 mm |
| 40 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. \"Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware 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 approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge.Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately.Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.\"Using R3 series with frame (98mm & above) x (40mm & above) & both glazed and fly screen sash (30mm & above) x (55mm & above) with zinc alloy (zamak) powder coated handle on every glazed panel along with multi-point locking system. (Height upto 1.8m). |
| 41 | Using R1 series with frame (33mm & above ) x (35mm & above) & mullion (33mm & above) x (50mm & above). (Height upto 0.90 metre) |
| 42 | Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 metre). |
| 43 | 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) |
| 44 | Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/ Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete, complying to ASTM C920, DIN 18540- F & ISO 11600. Upto 5mm depth and 5 mm width |
| 45 | Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws Second class teak wood 35 mm thick |
| 46 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides |
| 47 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 48 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (single leaf) |
| 49 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws (double leaves) |
| 50 | Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 51 | 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). |
| 52 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings /wooden frames with rawl plugs screws etc. |
| 53 | Providing and fixing stainless steel (Grade 304) railing made of hallow tubes, chanells, plates etc. including welding grinding buffing, polising and making corvechare (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge.(for payment purpose only weight of stainless steel members shall be considered excluding fixing assessories such as nuts, bolts, fasteners etc. |
| 54 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 20 mm dia |
| 55 | Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 56 | Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. |
| 57 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 58 | Providing and fixing ball bearing for rolling shutters. |
| 59 | Supply and fixing ward robe shutters made of 18 guage (1.25 mm) M.S. sheets including cold rolling of required shape and including supply & fixing of approved quality local handle etc. complete including supply of all materials, labour & including painting etc. complete. |
| 60 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 61 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) |
| 62 | 6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand) |
| 63 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:4 (1 cement: 4 coarse sand) |
| 64 | Add for plastergroove in plastered surface or moulding to R.C.C. projections. |
| 65 | Add for plasterdrip course in plastered surface or moulding to R.C.C. projections. |
| 66 | Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by approved make & colours), of 1st quality conforming to IS : 15622, of approved make, in colours & shade, laid on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 67 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 68 | Providing and laying vitrified floor tiles in different size (Thickness specified by manufacturer) with water absorptionless than 0.8% and confirming to IS 1622 of approved make in all colors and shade laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand ) including grouting the joint with white cement and matching pigments etc. complete ( Size of Tile 600 x 600 mm ) |
| 69 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complet ( Size of Tile 600 x 600 mm ) |
| 70 | 25 mm thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : |
| 71 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 72 | 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 of any colour and shade Area of slab over 0.50 sqm |
| 73 | Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement |
| 74 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 75 | Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick |
| 76 | 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 @ 0.90 litre/10 sqm) |
| 77 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 78 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth Complete. |
| 79 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 80 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 81 | C/O Apron drain ofwidth 230 mm and depth as per required of site but minimum 230mm with neat finish & required slope as per apporoved by E/I. |
| 82 | 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. |
| 83 | 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 diameter |
| 84 | 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 85 | Coupler 110 mm |
| 86 | Bend 87.5° 110 mm bend |
| 87 | Shoe (Plain) 110 mm Shoe |
| 88 | 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 |
| 89 | Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. |
| 90 | WATER SUPPLY & SANITATION |
| 91 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 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: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests |
| 92 | 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 |
| 93 | Providing and fixing 8 mm dia C.P. Helth faucet 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. |
| 94 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 95 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required: Kitchen sink with drain board 510x1040 mm bowl depth 250 mm |
| 96 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 97 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. |
| 98 | Flexible pipe |
| 99 | 32 mm dia |
| 100 | 40 mm dia |
| 101 | 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. |
| 102 | Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 103 | Providing and fixing toilet paper holder : C.P. brass |
| 104 | Supply and fixing of UPVC S.W.R. pipe type -B confirming to IS- 13592 including jointing the pipes with rubber ring, lubricant and UPVC SWR cuplar confirming to IS - 14735. Also including excavation of trenches cutting of walls and holes and repairing the walls floors and refilling the trenches as before but excluding supply and cost of other fittings such as elbow, bead, tee and Y-tee including supply of all material labour and T&P .Required for proper completion of the work. |
| 105 | 75 mm O.D. |
| 106 | 110 mm O.D. |
| 107 | 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. |
| 108 | 75 mm |
| 109 | 110 mm |
| 110 | Supply and fixing of UPVC S.W.R. door bend confirming to IS- 14735 |
| 111 | 75 mm size |
| 112 | 110 mm size |
| 113 | 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 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. |
| 114 | Shoe (Plain) |
| 115 | 75 mm Shoe |
| 116 | 110 mm Shoe |
| 117 | Supply and fixing of UPVC S.W.R. Plain Tee confirming to IS- 14735 |
| 118 | 75x75x75 mm size |
| 119 | 110x110x110 mm size |
| 120 | Supply and fixing of UPVC S.W.R. Plain bend confirming to IS- 14735 |
| 121 | 75 mm size |
| 122 | 110 mm size |
| 123 | Supply and fixing of UPVC S.W.R. Door Y confirming to IS- 14735 |
| 124 | 75 mm size |
| 125 | 110 mm size |
| 126 | Supply and fixing of UPVC S.W.R. Cowel confirming to IS- 14735 |
| 127 | 110 mm size |
| 128 | Supply and fixin g of UPVC S.W.R. Nahni trap size 100/75mm, 100/90mm confirming to IS - 14735 self cleannig design fixed in PCC 1:2:4 and supply and fixing of 125mm dia heavy duty CP brass jali. |
| 129 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not less than 105 gms. |
| 130 | Providing & fixingC.P. towel ring round shape 250 mm dia with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality. |
| 131 | Providing and fixing 600 mm long C.P. towel rail complete with brackets fixed wooden cleats with CP brass screws with concealed fittings arrangement of approved quality. |
| 132 | Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.Internal work - Exposed on wall |
| 133 | 32 mm nominal outer dia pipes |
| 134 | 40 mm nominal outer dia pipes |
| 135 | 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. |
| 136 | Internal work - Exposed on wall |
| 137 | 25 mm nominal outer dia Pipes |
| 138 | 32 mm nominal outer dia Pipes |
| 139 | 40 mm nominal outer dia Pipes |
| 140 | 50 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 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. Concealed work, including cutting chases and making good the wall etc. |
| 142 | 15 mm nominal outer dia pipes |
| 143 | 20 mm nominal outer dia pipes |
| 144 | Providing and fixing G.I. pipes complete with GI fittings and clamps including cutting and making good the walls etc. External work |
| 145 | 40 mm dia, nominal bore |
| 146 | 50 mm dia, nominal bore |
| 147 | Providing and fixing of gun metal gate valve with CI wheel of approved quality (screwed ends) |
| 148 | 25mm dia, nominal bore |
| 149 | 32 mm dia, nominal bore |
| 150 | 40 mm dia, nominal bore |
| 151 | 50 mm dia, nominal bore |
| 152 | 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 : |
| 153 | 25 to 40 mm nominal bore |
| 154 | 50 to 80 mm nominal bore |
| 155 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore |
| 156 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet150 mm diameter |
| 157 | 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 (internal work -exposed on walls) |
| 158 | 32 mm nominal outer dia pipes |
| 159 | 40 mm nominal outer dia pipes |
| 160 | Painting GI pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality. |
| 161 | 40 mm dia, nominal bore |
| 162 | 50 mm dia, nominal bore |
| 163 | Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes in external work |
| 164 | 40 mm dia, nominal bore |
| 165 | 50 mm dia, nominal bore |
| 166 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 167 | 20 mm nominal bore |
| 168 | 25 mm nominal bore |
| 169 | Providing and fixingG.I. union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) |
| 170 | 32mm nominal bore |
| 171 | 40mm nominal bore |
| 172 | Providing and fixing C.P. brass bib cock of approved quality confirming to IS:8931 15mm nominal bore |
| 173 | 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 |
| 174 | Providing and fixing C.P.brass angle valve for basin mixer and geyser points of approved quality conforming to IS 8931 a) 15 mm nominal bore.15 mm nominal bore |
| 175 | Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. 15 mm nominal dia |
| 176 | Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layers by ramming, watering etc. stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50m : Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia. |
| 177 | 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 : |
| 178 | 100 mm diameter |
| 179 | 150 mm diameter |
| 180 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia rcc pipe |
| 181 | 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 : |
| 182 | 100 mm diameter S.W./R.C.C. pipe |
| 183 | 150 mm diameter S.W./R.C.C. pipe |
| 184 | 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 100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 185 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Fisnihed with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 186 | Inside size 120x90 cm and 90 cm deep including C.I. 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 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 187 | Extra for depth for manholes : |
| 188 | Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 189 | Size 120x90 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 190 | ELECTRICAL WORKS |
| 191 | SUB HEAD (I) :- INTERNAL WIRING |
| 192 | Point wiring in PVC conduit, with piano type switch :- |
| 193 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, with mdular type switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. Group C |
| 194 | Twin Control Point wiring in PVC conduit, with piano type switch :- |
| 195 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 196 | Power plug wiring in PVC conduit (2 x 4 Sq.Mm.) :- |
| 197 | Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 198 | Power plug wiring in PVC conduit (4 x 4 Sq.Mm.) :- |
| 199 | Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvcconduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 200 | Circuit / Sub main wiring in PVC conduit :- |
| 201 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required. |
| 202 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire. |
| 203 | 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire. |
| 204 | 2 x 4 sq.mm. + 1 x 4 sq.mm. Earth wire |
| 205 | 2 x 6 sq.mm. + 1 x 6 sq.mm. Earth wire |
| 206 | 4 x 6 sq.mm. + 2 x 6 sq.mm. Earth wire |
| 207 | 4 x 10 sq.mm. + 2 x 6 sq.mm. Earth wire |
| 208 | S/F light plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 209 | S/F power plug point modular type accessories :- Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 210 | Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 poles and earth metal enclosedplug top alongwith 20amps. \"C\" curve, SP MCB in sheet steel enclosure, on surface or in recess, with chainedmetal cover for the socket outlet, and complete with connections, testingandcommissioning etc. as required. |
| 211 | S/F modular type electronic fan regulator :- |
| 212 | Supply and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 213 | S/F modular type blanking plate :- |
| 214 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. |
| 215 | Supply and fixing offollowingsizes of medium class PVC conduit along with accessories in surface/recess including cuttingthe wall and making good the same in case of recessed conduit as required : |
| 216 | 20 mm. |
| 217 | 25 mm. |
| 218 | 32 mm. |
| 219 | SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB\"s |
| 220 | Supplying and fixing 5 amps. to 32 amps. rating, 240 volts `C\" series,miniature circuit breaker (MCB)suitable for inductive load offollowingpolesin the existingMCBDBcomplete with connections, testing andcommissioning etc. as required. single pole |
| 221 | Supplying & fixing single pole, blanking plate in the existing MCBDBcomplete etc. as required. |
| 222 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 223 | 100 A,30KA,FPMCCB |
| 224 | Supply and fixing of 40 Amp. TP MCB (10 KA) C Curve. CAT A |
| 225 | Supply and fixing of 63 Amp. TP MCB (10 KA) C Curve. CAT A |
| 226 | Supply and fixing of40 Amp. FP MCB (10 KA) C Curve. CAT A |
| 227 | Supply and fixing of 63 Amp. FP MCB (10 KA) C Curve. CAT A |
| 228 | Supplying and fixingfollowingrating, fourpole, (three phase & neutral)415 volts, residual current circuitbreaker (RCCB), having a sensivity current upto 300 miliamperesinthe existingMCB DB complete withconnections, testing and commissioning etc. as required : |
| 229 | 40 amps. |
| 230 | 63 amps. |
| 231 | Supplying and fixing followingway, horizontal type TP&N, sheet steelMCB distribution board,415 V on surface /recess,completewithtinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required (But without MCB / RCCB / Isolators). |
| 232 | 4 way (4 + 12), Double door |
| 233 | 6 way (4 + 18), Double door |
| 234 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door |
| 235 | SUB HEAD (III) :- EARTHING SYSTEM |
| 236 | Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangementand watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required. |
| 237 | Supplying and laying 25 mm x 5 mm. G.I. strip at 0.50 metre belowground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 238 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 239 | 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%, inconvenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. |
| 240 | 150 mm width X 50 mm depth X 1.6 mm thickness |
| 241 | 225 mm width X 50 mm depth X 1.6 mm thickness |
| 242 | 300 mm width X 50 mm depth X 1.6 mm thickness |
| 243 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 100 mm dia |
| 244 | Providing and fixing M.V. dangernotice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white on both sides and with inscription singleredcolouronFRLSontsideas required. |
| 245 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. |
| 246 | Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required. 2 run of cable |
| 247 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 248 | 5/6 A switch |
| 249 | 3 pin 5/6 A socket outlet |
| 250 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 1 or 2 Module (75mmX75mm) |
| 251 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 252 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 253 | Supplying and fixing Internet Socket outlet modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 254 | ERECTIONOFLIGHTINGFIXTURESANDFANS |
| 255 | Installation, testing and commissioning of pre-wired, flourescent fitting / compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling / wall, including connection with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 256 | Installation, testing and commissioning of ceiling fan including wiring the down rod of standard length (upto 30 cm.) with 1.5 sq. mm. FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required. |
| 257 | Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required Upto 450 mm sweep |
| 258 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 259 | SUPPLY OF LIGHTING FIXTURES |
| 260 | (NON-DSR) |
| 261 | Supply and fixing of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. CAT. - AAA |
| 262 | Supply and fixingof LED Tube Light with Metal heavy duty Box type batten Light fitting 2X22 watt suitable for upto 2X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect. CAT. - AAA |
| 263 | Supply and fixing of 3 watt to 6 watt LED(spot light) fitting Confirming to IP 65 and above protection Complete in all respect. CAT. - AAA (Use as a Decorative Mirror Light) CAT. - AAA |
| 264 | Supply and fixing of water tight oblong 10 Watt LEDbulk head luminaire having die cast housing with driver set confirming to IP 65 and above Protection.Complete in all respect. CAT. - AAA |
| 265 | Supply of IP66 Screwless from front 150 W+/- 1W (More than 19500 Lumens) LED Highbay having pressure die cast aluminium housing with LED life of 100000 burning hrs LED life with LM70B50 criteria. IK08 Rating CCT 5700 K, Surge Protection of 4 KV inbuilt. Input Voltage Range (V)(AC) : (140-285).Diffuser/Optical material: Polycarbonate high transmitivity IP Lens for uniform distribution of light with aero flow design for better heat desipiation. CCT 5700 K. With IP67 Potted Driver and Short circuit and Reverse Polarity Protection having 440V Operations for 8 Hrs. Over Voltage & Low Voltage Protection with auto recovery having Ease of Installation with factory fitted Eye Bolt Wipro Cat. No : LH21-182-090-57-X1. |
| 266 | SUPPLY OF CEILING & EXHAUST FANS |
| 267 | Supply of 225/230mm sweep ventilating (Light Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Copper motor for high air suction performance /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all respect. 230 mm sweep |
| 268 | Supply of 300mm sweep ventilating (Medium Heavy Duty) exhaust fan complete with Metallic Blade (Steel bird guard protector /Double ball bearing /Copper motor /Capacitor etc.), Noise level : (45 - 50) dB, Power consumption : 70/85 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Speed : 900/1400 RPM. Complete in all respect. 300 mm sweep |
| 269 | SUB HEAD (VI) :- L.T. PANEL AND UPS (NON-DSR\"2022) |
| 270 | Supply& Erracetionof factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entreise Electrical control panel with TPN MCCB\"s (Four Pole 36 KA with thermal magnatic release) Switches Complete and instrument chamber etc.complete in all respects.The instrument chamber shall be separate and shall comprise of flush type digital metering system for phase to phase voltage and single phase voltage, current and other parameters (KVA,P.F,KW etc) in each phase with touch type selector switches for different readings, instrument fuses, current transformer etc. The panel board shall have suitable capacity electrolytic alumininum busbars as per IS8623 or above insulated with heat shrink sleeving and mounted on non gyroscopic supports such as CMC/BMC support with deteachable side covers and shall be suitable for extension on the sides. The MCCB\"s shall be complete with suitable cable end boxes, compression glands and indicating lamp on incoming etc. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above shall have an Ammeter. The panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6mm/2mm.Cubicletype switchboard shall be of cat A & B Only. CAT. B Cubicle Type |
| 271 | Power Panel :Incoming -200 Amp 4P MCCB 36 KA - 1 No.Outgoing - 100 Amp 4P MCCB 36KA - 3 Nos. (to VTPNDB)100 Amp 4P MCCB 36KA - 1 No.63 Amp 4P MCCB 25KA - 1 No.(Complete as per requirment directed by Project Manager.) |
| 272 | LIGHT Panel :Incoming -200 Amp 4P MCCB 36KA- 1 No.Outgoing - 100 Amp 4P MCCB 36KA - 3 Nos. (to Vtpnd.b.)100 Amp 4P MCCB 36KA - 1 No.40 Amp 4P MCCB 16KA- 1 No.(Complete as per requirment directed by Project Manager.) |
| 273 | 3 Phase Input & 3 Phase Output 15KVA UPS |
| 274 | Supply, installation, testing, and commissioning of UPS system with following features1. High freq. PWM inverter using IGBT2. Manual bypass switch 3. 80 Character Alpha Numeric LCD display with4. Inbuilt Isolation5. SMF batteries to provide approx. 30 min backup time on IT load alongwith battery rack |
| 275 | SUB HEAD (VII) :- CABLE AND ACCESSORIES CABLES SUPPLY (NON-DSR) |
| 276 | Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc. Following size |
| 277 | size 25 sq mm x 3-1/2core |
| 278 | size 35 sq mm x 3-1/2core |
| 279 | size 50 sq mm x 3-1/2core |
| 280 | size 70 sq mm x 3-1/2core |
| 281 | size 120 sq mm x 3-1/2core |
| 282 | size 240 sq mm x 3-1/2core |
| 283 | Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable |
| 284 | size 25 sq mm x 3-1/2core |
| 285 | size 35 sq mm x 3-1/2core |
| 286 | size 50 sq mm x 3-1/2core |
| 287 | size 70 sq mm x 3-1/2core |
| 288 | size 120 sq mm x 3-1/2core |
| 289 | size 240 sq mm x 3-1/2core |
| 290 | Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable |
| 291 | size 16 sq mm |
| 292 | size 25 sq mm |
| 293 | size 35 sq mm |
| 294 | size 50 sq mm |
| 295 | size 70 sq mm |
| 296 | size 120 sq mm |
| 297 | size 150 sq mm |
| 298 | Supply and Laying of 1800*900*12mm thick chequerd rubber matting of tested quality. complete in all respect. as per I.E. Rules. |
| 299 | FIRE FIGHTING WORK |
| 300 | Terrace Pump Set :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 PumpHorizontal type, multistage, centrifugal, split casing pump of cast iron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520 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. M.S.fabricated common base plate, coupling, coupling guard, foundation bolts etc.as required.Suitable cement concrete foundation duly plastered and with anti vibration pads. 450 lpm at 35 m Head (1W+1S) |
| 301 | Pipes & Accessories : |
| 302 | 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 : |
| 303 | 80 mm dia |
| 304 | 100 mm dia |
| 305 | 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 Stainless steel |
| 306 | Supplying & fixing single headed external yard hydrant valve with 1 No. 63 mm dia instantaneous FM Gunmetal/Stainless Steel coupling and cast iron wheel, ISI marked, confirming to IS 5290(type A) with blank Gunmetal/Stainless Steel cap and chain as required: Single headed Stainless steel |
| 307 | 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 : |
| 308 | 80 mm dia |
| 309 | 100 mm dia |
| 310 | Supplying, fixing, testing & commissioning of double flanged Sluice Valve of rating PN 1.6 with non rising spindle, bronze/gun metal seat, ISI marked complete with nuts, bolts, washers, gaskets and conforming to IS 780 of following sizes as required : 100 mm dia |
| 311 | 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. |
| 312 | 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 : |
| 313 | 80 mm dia |
| 314 | 100 mm dia |
| 315 | Providing, installation, testing and commissioning of stainless steel Y-Strainer fabricated out of 1.6 mm thick stainless steel, Grade 304, sheet with 3 mm dia holes with stainless steel flange. 100 mm dia |
| 316 | 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 : Stainless Steel (Grade 304) |
| 317 | 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 |
| 318 | 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 : Stainless Steel (Grade 304) |
| 319 | 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 904 as required : 2 way - 100 mm dia M.S. Pipe |
| 320 | Providing & fixing of Pressure Switch in M.S. pipe line including connection etc. as required. |
| 321 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3½ X 35 sq. mm (35mm) |
| 322 | Earthing Work : |
| 323 | Earthing with GI earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure withcover platehavinglockingarrangementand watering pipe of 2.7 metre long etc, with charcoal/ coke and salt as required. |
| 324 | Supplying and laying 25 mm x 5 mm.G.I. strip at 0.50 metre belowground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 325 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 100 mm dia |
| 326 | Non-Schedule Items |
| 327 | Fire Extinguishers : |
| 328 | 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. |
| 329 | 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. |
| 330 | Providing & Fixing of 1.6 mm thick M.S / Door Frame, Door capable of accommodating fire Hose Reel, Landing Valve, Hose Pipes, fittings & accessories. The door shall have a front glass with lock and key arrangement & shall be painted with post office red colour (approval shall be taken on the basis of submitted sample before ordering) Cost of fire extinguishers not included in item rate. (Liasioing with civil contractor for makingRecessed type mansoary box (by civil contractor). 1500x900 mm (Indoor Cabinet) Only Frame |
| 331 | Providing & fixing cast iron Air Release Valve of 25 mm dia including 25 mm dia Ball valve with fittings etc. as per the requirement. |
| 332 | Providing and Fixing of Self illuminated /Auto Glow Exit Signs printed on photo-luminescent sheet containing self illuminated base chemical,of appropriate size not less than 400x150mm,suspended from ceilling or fixed to the walls with accessories as riquired and as directed at site. |
| 333 | Providing & fixing carbon steel Fire Man Axe with rubber insulated handle tested to 20000 volts. |
| 334 | Providing & fixing dial type (150 mm dia) Pressure Gauge with isolation ball valve suitable for working pressure of 250 PSI cost shall be of inclusive of providing any short pieces, nipples, elbows etc as required.having calibration of0-15 Kg/cm2. |
| 335 | Providing, fixing, testing & commissioning of resilient rubber lined single Arch Vibration Eliminators suitable for raw water up to 45°C temperature, working pressure 8.8 Kg/cm2 and test pressure 20 Kg/cm2 for :- 100 mm dia |
| 336 | Control Panel (for Terrace Pumps) : |
| 337 | supplying, Installtion, testing and commissioning of Electrical Control Panel of cubicle construction, floor/wall mountedtype, fabricated out of 2 mm thick CRCA sheet, compartmentalised with hinged locakable doors, dust and vermin proof, powder coated of approved shade after 7 tank treatment process, cable alley, inter connection, having switchgears and access ories mounting and internal wiring, earth terminals numbering etc. complete in all respects, suitable Outlet Piping Stop Ball Cock, DrainValve, Drain Pipe Air Check Valve protection class IP 42 as required.for terrace, Roof Cover over panel. 63 Amp, 25kA TPN MCCB, Ics=100% Icu, with Suitable HP fully automatic Star/Delta starter with overload protection, current sensing type single phase preventor complete with all acceessories and internal wiring required for automatic operation, selector switch for local/remote, auto/manual/OFF operation. - 1 Set |
| 338 | Supplyandlayingof aluminiumconductorPVCinsulated 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.35 sq. mm 3-1/2 core |
| 339 | CC ROAD |
| 340 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 341 | 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 earth with lead upto 50 metres. |
| 342 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 343 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 344 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 345 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 346 | 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, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.) |
| 347 | INTERLOCKING PAVER BLOCK |
| 348 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 349 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 350 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 351 | 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 metres. |
| 352 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 353 | STROM WATERDRAIN (SIZE 300 X 450) |
| 354 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 355 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 356 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 357 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 358 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 359 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 360 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 361 | SEPTIC TANK & SOAK PIT |
| 362 | Size :- Length = 8.0 M. Width = 3.03 M Liquid Depth =1.04 M |
| 363 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 364 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 365 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 366 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 367 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster. |
| 368 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 369 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Slabs |
| 370 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 371 | Suspended floors, roofs, landings, balconies and access platform |
| 372 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 373 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 374 | 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. |
| 375 | Providing and fixing C.I. tee at the inlet and outlet of septic tank. |
| 376 | Providing & fixing 75mm dia vent pipes. |
| 377 | Providing & fixing of 75mm dia cast iron terminal guard. |
| 378 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. |
| 379 | M.D. -10- Circular shape 500mm internal diameter |
| 380 | L.D. -2.5- Circular shape 450mm internal diameter |
| 381 | 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 |
| 382 | RAIN WATER HARVESTING |
| 383 | PROPOSED FILTRATION TANK |
| 384 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 385 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 386 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 387 | 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 : 3 graded stone aggregate 20 mm nominal size) |
| 388 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 389 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation-7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 390 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 391 | 15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) in single coat on rough side of single or half brick wall. |
| 392 | Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design : With 20x20 mm square bar |
| 393 | Supplying and fixing C.I. cover without frame for manholes : 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg |
| 394 | 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, upto 90 metre depth below ground level. All types of soil 400 mm dia |
| 395 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia |
| 396 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, onforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia |
| 397 | 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. |
| 398 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-incharge. |
| 399 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. |
| 400 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineerin- charge. |
| 401 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in pproved laboratory, i/c disinfection of ubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per uirement and direction of Engineer-in-charge. |
| 402 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 403 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia |
| 404 | RAIN WATER COLLECTION |
| 405 | 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 including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m: All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. |
| 406 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe |
| 407 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round P.V.C. pipes including bed concrete as per standard design: 150 mm diameter P.V.C. pipe |
| 408 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone III) : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 409 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 410 | TUBE WELL BORING WITH PUMP |
| 411 | 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, upto 90 metre depth below ground level. All types of soil 400 mm dia |
| 412 | 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. All types of soil 400 mm dia |
| 413 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.ection of Engineer -in-charge.200 mm nominal size dia |
| 414 | 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. 200 mm nominal size dia |
| 415 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 416 | Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by \"V\" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. |
| 417 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia |
| 418 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp. |
| 419 | Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia. |
| 420 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore |
| 421 | Sypply and Installation of 800 LPM Submersible Pump Set of 10 H.P. capacity, K.S.B. Make including Starter panel, support wire, A. Meter etc. complete. |
| 422 | Supply and fixing of nylon jali around the slotted pipes complete as required. up to 10 meter |
| 423 | Sypply and laying of alluminium 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 brick 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 in charge , complete in all respect . the armouring of the cable shall be properly connected with the earth conductor by clamps etc. |
| 424 | 35 SQ.MM 3-1/2 core |
| 425 | Water testing chemical and bactriological |
| 426 | BOUNDRY WALL |
| 427 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 428 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 429 | 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 derived from natural sources) (Plinth Beam) |
| 430 | 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 derived from natural sources) |
| 431 | 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 432 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 433 | Foundations, footings, bases of columns, etc. for mass concrete |
| 434 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 435 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 436 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 437 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 438 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 439 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 440 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 441 | 15 mm cement plaster on rough side of single or half brick wall of mix 1:6 (1 cement: 6 coarse sand) |
| 442 | 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 @ 0.90 litre/10 sqm) |
| 443 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 444 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 445 | GATE |
| 446 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. |
| 447 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 448 | 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 derived from natural sources) |
| 449 | 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 450 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 451 | Foundations, footings, bases of columns, etc. for mass concrete |
| 452 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 453 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 454 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 455 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 456 | 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 @ 0.90 litre/10 sqm) |
| 457 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 458 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 459 | MAIN L.T PANEL |
| 460 | Supply& Erracetion of factory fabricated & wired metal clad dust and vermin proof floor mounting, M.S. Channel Base with bottom and top cable entrise Electrical control panel with TPN ACB (65 KA,4Pole Elect draw out , Micor processer Release IPR2) and TPN MCCB\"s (Four Pole 36 KA with thermal magnatic release) Switches and instrument chamber etc.complete in all respects. The instrument chamber shall be separate and shall comprise of flush type/digital ammeter Voltmeter,Selector switches for ammeter and Voltmeter, instrument fuses, current transormer etc. The Board shall have suitable capacity electrolytic aluminium busbars as per IS8623 insulated with heat shrink sleeving and mounted on non hygroscopic supports such as CMC/ DMC support with detEachable side covers and shall be suitable for extension on the sides. The switches entry boxes shall be complete with suitable cable end boxes reverse. The Job includes the grounting of the board as per directions of Engineer-in charge. All out goings of 100 Amp and above Will be provided with Amp Metre, current transfomers and selector switches etc and insurtrment fuse. The switch board shall be fabicated with CRCA sheet with a minimum thickness of 1.6 mm/2mm.Cubicle type switch board shall be of cat A & B Only. CAT. B Cubicle Type Incoming -630 Amp 4P ACB 50KA, LSIG EDO type - 1 No.Outgoing - 200 Amp 4P MCCB 36 KA- 2 +1Nos. (to main building Panel )250 Amp 4P MCCB 50 KA - 1 No. (for fire pump room )63 Amp 4P MCCB 25 KA - 2 No. (for street light pole)63 Amp 4P MCCB 25 KA - 2 No. (for spare)(Complete as per requirment directed by Project Manager.) |
| 461 | Supplying and laying ofaluminium conductor PVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushion of 75 mm thick sand all around and protected with burnt bricks on side and on top .On surface the cable run shall be fixed on MS clamps etc.of suitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connected with the earth conductor by clamps etc.Following size |
| 462 | size 6 sq mm x 2 core |
| 463 | size 10 sq mm x 4 core |
| 464 | size 35 sq mm x 3-1/2core |
| 465 | size 400 sq mm x 3-1/2core |
| 466 | Supply and fixing of brass nickle plated compression gland for pvc insulated & armoured served sheaththed ,underground cable including rubber ring etc. complete in all respect. Thearmouring of the cable shall be properly connected with the earthas per direction of engineer-incharge. for cable |
| 467 | size 6 sq mm x 2 core |
| 468 | size 10 sq mm x 4 core |
| 469 | size 35 sq mm x 3-1/2core |
| 470 | size 400 sq mm x 3-1/2core |
| 471 | Supply and fixing ofplain or pin type copper tin plated cable socket (lug) to cable leadsfor pvc insulated & armoured cable insulating with tape and making connection. complete in all respect as per direction of engineer -incharge. for cable |
| 472 | size 6 sq mm |
| 473 | size 10 sq mm |
| 474 | size 16 sq mm |
| 475 | size 35 sq mm |
| 476 | size 400 sq mm |
| 477 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required. |
| 478 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 479 | Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required. |
| 480 | Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as required. 100 mm dia |
| 481 | Supply & fixing of 6 mtr GI Octagonal Pole of approved make (top dia 70mm, Bottom dia 130 mm and base plate 12mm thik) having 3mm thikness with Single Arm bracket (1 Mtr length) on RCC foundation including the cost of foundation, foundation bolts, excavation & back filling and Required T&P completee in all respect. |
| 482 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set suitable for 110 to 130 Watt. Confirming to IP 66 Protection complete in all respects. CAT AAA |
| 483 | Supply and fixing of 240 volts C Curve 6-32 amp SP miniature circuit breaker (10 KA) in existing MCB, DB complete with connections as required. CAT A |
| 484 | supply and fixing following capacity of automatic street light cubicle control pannel with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 seeries with contactors, HRC fuse, isolating switch, metering instrument and instrument box with CTs etc.complete in all respect. 40 A TPN |
| 485 | LANDSCAPE WORKS |
| 486 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly leveling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). |
| 487 | Supplying and stacking of good earth at site including royalty but including carriage1km (earth measusred in stacks will be reduced by 20% for payment). |
| 488 | Supplying and stacking at site dump manure from approved source, including carriage up to 1 km (manure measured in stacks will be reduced by 8% for payment) : Screened through sieve of I.S. designation 16 mm |
| 489 | Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.. |
| 490 | Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). |
| 491 | Rough dressing the trenched ground including breaking the clods. |
| 492 | Fine dressing the ground |
| 493 | Grassing with selection No.1 grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and the good earth shall be paid for separately). |
| 494 | Uprooting weeds from the trenched area after 10 to 15 days after flooding with water including disposal of uprooted vegetation. |
| 495 | Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge |
| 496 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) :Holes 90 cm dia, and 90 cm deep |
| 497 | Preparation of beds for hedging and shrubbery by excavating 60 cmdeep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). |
| 498 | Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cost of plant & water) |
| 499 | PLANTS |
| 500 | Providing and displaying of Croton Baby Golden Punctatum Aureum having ht. 23 cm to 30 cm, well developed with fresh and healthy foliage in 15 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge. |
| 501 | Providing and displaying of Croton Golden specimen having ht. 90 cm to 1.05 cm with 5 to 6 branches, well developed, fresh and healthy foliage in 30 cm size of Earthen pot/Plastic pot as per direction of the officer-in-charge. |
| 502 | Providing and Displaying Geranium double variety having 30 cm ht., in different colour well developed with fresh & healthy foliage (3 in one) well bloomed in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 503 | Providing and Displaying Marigold jaffri orange/ yellow/ Russet colour well developed with fresh & healthy foliage with 40 to 50 flowers in bloom specimen plant 60 to 75 cm ht in 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 504 | Providing and Displaying Poinsettia dwarf multi head, having upto 30 cm ht., with 3 to 4 branches with fully different colored top with fresh & healthy foliage well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 505 | Providing and Displaying Caladium Hybrid variety 3 to 4 in a pot well developed with fresh & healthy foliage 30 to 45 cm ht. in different colour 25 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 506 | Providing and Displaying Portulaca hybrid in different colour with bloom well developed fresh & healthy in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. |
| 507 | Providing and Displaying Euphorbia milli hybrid variety with multi branch, full bloom, with fresh and healthy well developed having 30 to 45 cm ht. in 35 cm Cement Pots as per direction of the officer-in-charge. |
| 508 | Providing and stacking of Hibiscus variegated of height 60-75 cm. with 8- 10 branches and healthy variegated foliage in cement pots of size 35 cm as per direction of the officer-in-charge. |
| 509 | Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge. |
| 510 | Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge. |
| 511 | Providing and Stacking of Alovera well developed in earthen pot of size 20cm as per direction of the officer-in-charge. |
| 512 | Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. |
| 513 | Providing and Displaying Fishtail palm well developed with fresh & healthy foliage leaves of ht 210 to 240cm Specimen in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 514 | Providing and Displaying Foxtail palm well developed with fresh & healthy foliage of ht. 210 to 240 cm in big 40 cm Cement Pot as per direction of the officer-in-charge. |
| 515 | Providing and stacking of Bottle palm of ht. 270-300 cm bottom girth 40-50 cm well developed in big HDPE bags as per direction of the officer-in-charge |
| 516 | Providing and stacking of Washingtonia filifea palm stem ht. 90-105 cm with 6-7 healthy leaves lush green leaves well developed in big size HDPE Bags as per direction of the officer-in-charge. |
| 517 | Providing and stacking of Azadirachta indica ( Neem ) of height 120-130cm in big polybag of size 25 cm as per direction of the officer-in-charge. |
| 518 | Providing and stacking of Delonix regia (Gulmohar) of height 150-165 cm. in big poly bags of size 25 cm as per direction of the officer-in-charge. |
| 519 | Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the officer-in-charge. |
| 520 | Providing and fixing 3 Seater Stone Bench size of 1500 mm x 600 mm,made out of Dholpur Sand Stone/ Red Sand Stone/ Cement Concrete including carving, chiselling, grinding, making templates, small scale prototypes and all such materials, labour and equipment to produce and install the Seat as per the drawing and instructions of the Engineer-in-charge. |
| 521 | TRANSFORMER |
| 522 | Providing, erecting, testing & commissioning approved make oil immersed naturally ONAN cooled, double wound, core type outdoor copper wound 11 kV/ 433 Volts Step Down Transformer of following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed system continuously rated for a full temperature rise in oil following capacities operating on 3 phase, 50 Hz 4 wire & neutral earthed and Off Load Tap Changer continuously rated for a full temperature rise in oil not exceeding 40 deg. C at maximum ambient temp. Of 50 deg. C complete with necessary radiator first filling of new transformer oil & standard fitting as below complying with I.S. 1180 LEVEL 2 standards OFF load tap changing range steps -10% to 5% on H.V in steps of 2.50% .and L.V. for variation should be provided The H.V. shall be connected delta & secondary with star connection. The transformer should have cable-end boxes on H.T. side & on L.T. side suitable for bus duct or cables as per requirement complete with test certificates from manufacturers. Losses As per IS 1180 LEVEL-2. 1. Coservator with plain oil level gauge and oil drain plug 1nos.2. Top filter valve 1 Nos.3. Bottom filter-Cum-drain valave 1Nos..4. Rating and diagram plate 1nos.5. Earthing Terminals 2Nos.6. Thermometer pockets 1Nos.7. Lifting Lugs 2/4 Nos.8.Air release plug 2/4 Nos.9. Bi-directional rollers 4Nos.10.Jacking pads 1Nos.11.Presure relese valve 1Nos.12. Separate Bare LV neutral 433V 13. Detachable/Fixed type radiators 1Nos.14. Magnet Oil levelgauge15. Oil temperature indicator 1Nos.16. Winding temperature indicator 1Nos.17. Marshlig Box single window 1No.18. Double flot buchholz\"s relaywith alarm and trip contact.Copper Wound 200KVA 11/.433V |
| 523 | Diesel Generating Set (100 KVA) : |
| 524 | Supply, Installation, Testing & Commissioning of 03 phase 415 volts 50 cycle per second 1500 RPM air cooled, 4 wire system , diesel generating set complete with silent type DG canopy & limiting sound level to 75 dB (A) over a distance of one meter with engine, alternator aircooled & the alternator shall be brushless type excited and self regulated continously. The engine shall be complete with flywheel to suit flexible coupling with guard, air cleaner, fuel pump, fuel day tank, variable speed governor, fuel filter, lube oil filter, battery charging generator, voltage regulator and instrument panel comparing switch with key, lube oil temperature gauge/pressure gauge, water temperature gauge, battery charging ammeter, safety control tripping. The alternator insulation shall be class \"H\" or better to withstand tropical conditions and shall generally comply with relevant IS and present by-laws under average conditions the voltage regulation shall be within ± 1.5%. The overload capacity shall not be less than 110% for one hour in every 12 hours. The set shall be mounted on antivibration bed plate and alternator shall be suitable for LT AL cables connection. (Including with DG set Exhaust piping/ Exhaust Chimney as per CPCB norms, Civil works connected with DG Sets including Foundation as required.) 100 KVA |
| 525 | SOLAR WATER HEATER (100 LITRES) |
| 526 | Supplying, installation, testing and commissioning of solar water heating system with heat exchanger type including electrical heater backup , make up water tank but without piping etc. complete. |
| 527 | C.C.T.V. SYSTEM |
| 528 | CP Plus 2.4 Night Color Bullet IP Camera |
| 529 | CP 4 Channel NVR |
| 530 | 4 Port PoE Switch |
| 531 | Toshiba 1 TB Surveillance Hard Disk |
| 532 | D-Link Cat 6 Cable with conduit |
| 533 | Installation Charges |
| 534 | GST Extra as per applicable |
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