Construction of new Girls Student Hostel (for 176 students) in the premises of COA, Bawal. (including PH and EI works)

Amount

Civil work 1 to 123:- Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil (HSR 4.4.1)

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m: All kinds of soil (HSR 4.9.1)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)

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 up to 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. (HSR 4.14.1)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (HSR 4.32)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor four level, excluding the cost of centering, shuttering and finishing: 1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size) (HSR 6.2.2)

Providing and laying damp-proof course with cement concrete 1 :2:4 (1 cement : 2 coarse sand (zone-Ill): 4 graded stone aggregate 12.5mm nominal size) 40mm thick (HSR 6.8.2)

25 mm thick (HSR 6.8.3)

12 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded: Vertical (HSR 6.11.1)

Horizontal (HSR 6.11.2)

20 mm thick cement plaster damp-proof course 1 :3 with 2 coats of bitumen at 1.65 kg. per sqm, laid hot and sanded Vertical (HSR 6.12.1)

Horizontal (HSR 6.12.2)

Making plinth protection 50mm thick of cement concrete 1 :3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. (HSR 6.13)

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix). All works up to plinth level (HSR 6.25.1)

All works above plinth level up to floor IV level. (HSR 6.25.2)

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete (HSR 6.30.1)

Suspended floors, roofs, landings, balconies (HSR 6.30.3)

Shelves (Cast in situ) (HSR 6.30.4)

Lintels, beams, plinth beams, girders, bressumers and cantilevers (HSR 6.30.5)

Columns, Pillars, Piers, Abutments, Posts and Struts (HSR 6.30.6)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect below plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diaMeters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D kg or more. (HSR 6.33.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.20.1)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.20.2)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.22.1)

Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)

Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 in foundations and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.27.2)

Half brick masonry with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level. Cement mortar 1 :4 ( 1 cement :4 coarse sand) (HSR 7.28.2)

Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor IV level in cement mortar 1 :4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos. 6 mm dia M.S. bars at every third course of masonry work. (HSR 7.50)

Providing and laying autoclaved aerated cement blocks masonry with 150mrn/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor IV level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in- Charge. (The payment of RCC band and reinforcement shall be made for separately). (HSR 7.51)

Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work (HSR 8.27.2)

Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1 :3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1 :3 (1 cement : 3 fine sand) and finished neat: With common burnt clay non-modular brick tiles of class designation 10 (HSR 9.14.1)

Providing gola 75x75 mm in cement concrete 1: 2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase (HSR 9.17.1)

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. (HSR 9.18)

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS: 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x1 Ox0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing periMeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and30 mm long, the periMeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and periMeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering up to 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of periMeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charae but excludina the cost of painting with 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks) (HSR 9.46.1)

12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to IS: 2095- (Part 3): 1996 (Boards with BIS certification marks) (HSR 9.46.2)

Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main "T" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm centre to centre and cross 'T' of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main "T" at 600 mm centre to centre to form a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main 'T' runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1 .6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm centre to centre along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. GI Metal Ceiling Lay in plain Tegular edge Global white colour tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns(minimum), including factory painted after bending. (HSR 9.47.1)

Supplying and fixing in position 60 cm long G.I. pipe class 'B' spouts in chajjas and cantilevers 50 mm internal dia (HSR 9.55.5)

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 (HSR 9.57.2)

150 mm diaMeter (HSR 9.57.3)

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. Bend 87.5° 110 mm bend (HSR 9.58.5.2)

150 mm bend (HSR 9.58.5.3)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of screed of 50 mm thick cement concrete 1 :8:16 to be laid below the topping. (HSR 10.4)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)

Providing and laying cement plaster skirting up to 30 cm height, with cement mortar 1: 3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement. 18 mm thick (HSR 10.13.1)

Providing a floating coat of 1.50 mm thick neat cement laid in one operation to the topping. (HSR 10.14)

Providing and laying cement concrete pavement with 1: 2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete. (HSR 10.16)

Providing and laying of chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1 :4 (1 cement: 4 coarse sand). Light shade pigment using white cement (HSR 10.30.1)

Brick on end in soil/edging in required pattern with bricks of class designation (HSR 10.36)

Providing and laying Baroda Green marble stone 17mm and above thick in risers of step, skirting , dado, pillars and wall lining included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. (HSR 10.47)

Providing and laying Baroda Green marble stone 17mm and above thick flooring included matching the grains of marble slab in any pattern as specified laid over 12mm thick cement sand mortar 1 :3 and jointed with white slurry mixed with pigment to match the shade of marble including rubbing and polishing. The rates are for all heights / storey. The sample shall be got approved from Engineer In Charge. (HSR 10.48)

Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1 :4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. (HSR 10.60)

Providing and fixing 1st 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. (HSR 10.62)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1 :4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm (HSR 10.63.2)

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), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (HSR 10.67.2)

Providing and fixing of P.V.C.(vinyl) asbestos tiles as per I.S.3461-1961 coloured and marbled or mottled finish flooring on a smooth and damp proof base using adhesive as recommended by manufacturer including rolling with light wooden roller weighing about 5 kg complete in all respect as desired by Engineer-in-Charge. 3 mm thick (HSR 10.81.2)

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.5.4)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.6.1)

1 :6 (1 cement: 6 fine sand) (HSR 11.6.2)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Flush / Ruled/ Struck or weathered pointing (HSR 11.25.1)

Raised and cut pointing (HSR 11.25.2)

Pointing on tile brick work with cement mortar 1 :3 (1 cement : 3 fine sand): Flush/ Ruled/ Struck or weathered pointing (HSR 11.26.1)

Pointing on stone slab ceiling with cement mortar 1 :2 (1 cement : 2 fine sand): (HSR 11.29.1) Flush/ Ruled pointing

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58)

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. (HSR 11.60)

Distempering with 1st quality acrylic distemper (ready mixed) having voe content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. Two or more coats on new work (HSR 11.65.1)

Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer (HSR 11.67.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Preparation of ply wood surface for painting including sand papering the surface and applying filling with approved quality filler consisting of white lead, linseed oil, varnish and chalk mitti including finishing the surface to required finish complete. (HSR 11.76)

Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. (HSR 11.77)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied@ 3.84 kg/10 sqm) (HSR 11.93.1)

Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 litre/1 O sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) (HSR 11.95.1)

Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, including ISi marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately} Kiln seasoned and chemically treated Hollock wood 35 mm thick shutters (HSR 12.7.2.1)

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 (HSR 12.10.1.1)

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 (HSR 12.12.2)

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws: 35 mm thick shutters With ISi marked stainless steel butt hinges of required size Second class teak wood (HSR 12.19.1.2.1)

Providing and fixing ISi marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws (HSR 12.36.1)

25 mm thick (for cupboard) including ISi marked nickel plated bright finished M.S. Piano hinges IS 3818 marked with necessary screws (HSR 12.36.3)

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete : 150 mm (HSR 12.70.1)

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 356 4, embossed on the body, door weight up to 35 kg and door width up to 7 00 mm), with necessary accessories and screws etc. complete. (HSR 12.88)

Providing and fixing aluminium sliding door bolts, ISi marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm (HSR 12.98.2)

Providing and fixing of casement and fixed windows made from multi chambered UPVC profiles of 56 to 68mm width in natural from stabilized for heat, light, impact & UV radiation The UPVC profiles should be reinforced with galvanized steel profiles of designed thickness. All openable sashes shall be having weather seal fitted in continuous lengths made from Bubble EPOM Rubber and side hung/ top hung with up to 90 degree opening friction stays of SS 304 with provision of multipoint locking system made from Espag rods. All handle shall be made from Die Cast Zinc alloy (Model ESPAG)BS- 1004A in white finish with suitable locking arrangement. The windows shall be fixed to opening using expandable screws and friction stays that shall be able to with stand wind speeds up to 180 km/hr. the shoot bolts in windows shall be rust proof metallic coated steel. The window frames shall be fixed in masonry wall RCC with necessary fasteners, nuts, bolts, washers, caps, silicon sealant etc. complete Frame work (HSR 12.130.1)

Double glass glazing comprising of 6 mm thick toughened clear glass+ 12mm air gap+ 5mm annealed clear glass. (HSR 12.130.3)

Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 2.0 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 2.00 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B Fixing with adjustable lugs with split end tail to each jamb (HSR 13.3.1.1)

Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately (HSR 13.3.1.2)

Providing and fixing factory made ISi marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement: 3 coarse sand: 6 graded stone aggregate 20 mm nominal size) (HSR 13.8.1 )

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 4.0 mm thick glass panes (HSR 13.10.1)

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 0.58mm thick galvanized sheet (Base steel as per IS 513) with zinc of 120 gm/sqm steel sheet pre coated (as per approved colour) with Polyester paint of 12-16 microns thickness under coat of EPOXY primer & back coat with ALKYD backer of 5-7 microns, total sheet thickness with coating 0.58mm of approved shade, weld less corner assembly with brackets & screws, fixed in position by means of PVC & metal hold fastener with PVC cap complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. Windows Outer frame of size 72mm x 55mm and central mullion 72mm x 50mm with Double rebate (HSR 13.22.1)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete (HSR 13.29.1)

Compacting Original Ground Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers) (HSR 17.5.3)

Construction of granular sub-base by providing Material as per Grading Ill (Table 400-1 of MORT&H 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications Grading II material (HSR 17.14.2)

Grading III material (HSR 17.14.3)

Water Bound Macadam Gr I Water Bound Macadam Grading I with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications Grading-I (HSR 17.22.3)

Water Bound Macadam Grading -II Water Bound Macadam - II with crushable screenings Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. (HSR 17.23.3)

Tack Coat Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications. (HSR 17.26.2)

Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications 19 mm nominal chipping size, with bitumen (HSR 17.32.1)

Open - Graded Premix Surfacing 20 mm thickness Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 30 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. (HSR 17.33.2)

Type B with VG -10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. (HSR 17.36.3)

Providing and laying cinder concrete in cement 1 :15 (1 cement and 15 cinder) on terraced roofs & (up to three Storeys), laid to slope, including consolidating the same. (HSR 28.27)

Replacing and fixing bright finished brass helical door spring (superior quality). (HSR 30.66)

Providing and fixing 15 mm to 18 mm thick Z-black granite stone (polished) on worktop including matching grains laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete. (NS)

Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in flooring including matching grains laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete. (NS)

Providing and fixing 15 mm to 18 mm thick Sardar Ali granite stone (polished) in skirting including matching grains laid in any pattern as specified over base of 12 mm thick cement coarse sand mortar 1:3 and jointed with white cement slurry mixed with pigment to match the shade including rubbing and polishing, complete. (NS)

Providing and fixing C.I. grating over 100 mm dia rain water pipe, fixed in position, complete in all respects. (NS)

Providing and fixing C.I. grating over 150 mm dia rain water pipe, fixed in position, complete in all respects. (NS)

Earth filling under floors with dune sand (tibba sand), brought from outside (any lead), in 15 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)

Earth filling under road with dune sand (tibba sand), brought from outside (any lead), in 25 cm layer including laying, dressing, watering ramming, consolidating, excavation, carriage, loading, unloading and compensation, etc., complete. (NS)

Providing, diluting and injecting chemical emulsion for pre-constructional anti-termite treatment and creating a continous chemical barrier under and all round the column pits, wall trenches, basement excavation, top surface of plinth filling junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits etc., complete as per PWD specifications (plinth area of the building at ground floor only shall be measured of payment. (NS) (The material i.e. Chlorphriphos Emulsifiable concentrate 20% with 1% conentration shall be arranged by the contractor)

Providing and fixing 12 mm thick toughened glass ( Saint Gobin make) for door shutter including making holes for fixing accessories such as handles, L-connectors and cut out for floor machine etc., complete in all respect as directed by the Engineer In Charge. (excluding cost of handles, connectors and floor machine). (NS)

Providing and fixing Glass Accessories i.e. handle of size 600 mmx 30 mm of DORMA make (model XL-C 3004) including cost of stainless steel screws etc., complete in all respect as directed by the Engineer In Charge. (NS)

Providing and fixing Glass Accessories i.e. Glass Door package with lock (Floor machine) of DORMA make (model XL-C 4001) including cost of stainless steel screws etc., complete in all respect as directed by the Engineer In Charge. (NS)

Providing and fixing 3’-0” high staircase railing of stainless steel of 304 grade of approved make consisting of the followings:- i. Main pillar of 100 mm dia. stainless steel pipe of 16 gauge with 6” dia. stainless steel cup of round shape at top. ii. Hand rail of 50 mm dia. stainless steel pipe of 18 gauge. iii. Balusters 2’-6” high of 40 mm dia. stainless steel pipe of 18 gauge with 3” dia. stainless steel cup of round shape at top. iv. Intermediate 3 Nos. 19 mm dia. stainless steel pipes of 18 gauge fixed horizontally throughout the length. Including holders, Mild steel plate of round shape for fixing balusters, stainless steel balls, rawl plugs and other petty items, fixed in position, complete in all respect as per drawing and design. (NS)

Providing and fixing 19 mm thick BWR grade-II block board (ISI mark) of approved make shutters for cabinet including cost of iron hinges, screws etc. complete fixed in position but excluding cost of primer and paint. (NS)

Providng and fixing marble strips of size 14mm to 17 mm and 140 mm wide in cement concrete pavement fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Providing and fixing factory manufactured cement concrete 1:2:4 kerb finished smooth and of size 1’-0” x 1’-0” x 0’-6” of required shape and design fixed at ground level along with road, parking complete in all respect as directed by the Engineer-in-Charge but excluding cost of cement pointing. (NS)

providing and fixing G.I. barbed wire fencing (made of wires of TATA make), weighing 13.60 kg to 15.50 kg per 100 metres (Horizontal/ diagonal) and fixed with G.I. wire of 12 gauge or by providing cut including drilling holes in the posts, complete in all respects as directed by Engineer-in-Charge (including the cost of G.I. wire used for binding which shall not be measured for payment but excluding the cost of posts, struts, earth work and concrete which are payable separately) (NS)

Providing and fixing 3/4" dia (20 mm) stainless steel pipe of 304 Grade weighing 0.425 Kg. per meter as hanger rod fixed in cup board including brackets, rawl plugs, screws etc., fixed in position, complete in all respect as directed by Enginering In charge. (NS)

P/F marble strips of size 14 mm to 17 mm thick and 35 mm wide in cement concrete/ terrazzo flooring fixed in position, complete in all respects as per drawing and design or as directed by Engineer-in-Charge. (NS)

Public health work 124 to 212:- Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. All kinds of soil (HSR 4.12.1)

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 up to 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. (HSR 4.14.1)

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 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 metre (HSR 4.16.1.2)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded cum stone aggregate 20 mm nominal size) (HSR 6.1.2)

1 :4: 8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded cum stone aggregate 40 mm nominal size) (HSR 6.1.6)

Providing & applying a coat of residual petroleum bitumen of grade of VG-1 O of approved quality using 1. 7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (HSR 6.10)

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 four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1: 1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size). (HSR 6.16)

Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc.complete in all respect above plinth level. Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, over1aps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. Thermo-Mechanically Treated bars of grade Fe-500D or more (HSR 6.34.6)

Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement Mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.20.2)

Brick work with common burnt clay non-modular bricks of class designation 7 .5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : Cement mortar 1:6 (1 cement: 6 coarse sand) (HSR 7.22.2)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. (HSR 10.1)

Providing and laying of conglomerate floor 50mm thick cement concrete topping 1 :2:4 (HSR 10.7)

Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 (HSR 10.8)

Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. (HSR 10.100.2)

12 mm cement plaster of mix : 1 :4 (1 cement: 4 fine sand) (HSR 11.5.3)

15 mm cement plaster on the rough side of single or half brick wall of mix : 1 :6 (1 cement: 6 fine sand) (HSR 11.6.2)

Pointing on brick work or brick flooring with cement mortar 1 :3 (1 cement : 3 fine sand): Raised and cut pointing (HSR 11.25.2)

Providing and applying two coats white cement based putty of approved brand and manufacturer, over plastered surface and grinding the surface smooth with sand paper to get en even and smooth finish including cost and carriage of all material , labour charges, scaffolding, sundries etc. complete (HSR 11.58)

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. (HSR 11.60)

White washing with lime to give an even shade New work (three or more coats) (HSR 11.61.1)

Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works (HSR 11.68.3)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 11.78)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding (HSR 12.50.1)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (HSR 13.27)

Extra for fixing and jointing union couplings in G.I. and W.I. pipelines 25 mm internal diameter (HSR 20.23.3)

40 mm internal diameter (HSR 20.23.5)

50 mm internal diameter (HSR 20.23.6)

65 mm internal diameter (HSR 20.23.7)

Cutting holes up to 23 cm through stone masonry or brick work in cement walls for pipes and making good including repointing, replastering and finishing according to existing finish where required 11.43 cm thick wall (HSR 20.26.1)

22.86 cm thick wall (HSR 20.26.2)

Fixing and jointing gun metal peet valves (heavy pattern) with hand wheels, on G.I. pipelines laid in the ground or inside buildings, including cartage from divisional stores or nearest railway station to site of works 25 mm internal diametre (HSR 20.31.3)

40 mm internal diametre (HSR 20.31.5)

50 mm internal diametre (HSR 20.31.6)

65 mm internal diametre (HSR 20.31.7)

Making connection with the existing G.I. branch main up to 40 mm size including cutting and threading pipe etc., complete excluding cost of tee and long screw, but including cartage of material to site (HSR 20.36)

Providing and fixing Ductile Iron Double seal manhole covers and frames of 610 mm x 610 mm with locking arrangement on clear water tanks including cost of setting in Cement concrete 1 :2:4 to correct alignment and levels including carriage, loading, unloading etc. complete in all respects to the satisfaction of Engineer-in- Charge. (HSR 20.61)

Providing & fixing steel bar embedded plastic steps of size 263mm x 165mm of orange colour, confirming to specification in pump chambers, manholes etc., having minimum 3mm thick polypropylene polymer confirming to is:10910 encapsulated on 12mm dia ribbed steel bars per IS: 1786. The rate include cost of setting the same to correct lines and levels duly embedded in 1 :2:4 cement concrete including carriage, loading, uploading, stacking, handling, re-handling etc., complete in all respect to the satisfaction of Engineer-in-charge (HSR 21.28)

Constructing brick masonry inspection Chamber sizes as given below up to 0.60 metre average depth in cement mortar 1 :5 lime concrete with 40 per cent lime mortar 2:3 in foundation cement concrete 1 :2:4 benchingb 12mm thick cement plaster 1 :2 with a floating coat of 1 mm thick of neat cement R.C.C. 1 :2:4 slab 100 mm thick/cement concrete topping, 50mm thick: with 455mmx455mm / 455mm x610mm inside light duty C.I. inspection chamber cover and frame weight as per 1.5.1. specification painted with 3 coats of black bitumastic superior paint complete as per standard design. Size 600 mm X900 mm inside (with 455 mm x 455 mm cover and frame light duty single seal weighing 20 kg with R.C.C. slab) (HSR 21.84.3)

Extra for every 0.30 metre depth of Inspection chamber 600 mm x 900 mm inside (HSR 21.85.3)

Providing salt glazed stone ware pipes grade 'A' in standard length of 600 mm each pipe marked with IS: 651 and their lowering, cutting, jointing and testing as described in item No. 21.38, 21.39, item 21.40 induding the cost of jointing materials as well as carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respects to the satisfaction of Engineer-in-charge. (HSR 21.94.2) 150mm i/d

White vitreous chinaware Surgeon type wash basin of size 660x460 mm with single 15 mm C.P. brass pillar taps with elbow operated levers ISI Marked (HSR 22.1.9)

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 without drain board 610x460 mm bowl depth 200 mm (HSR 22.10.2.2)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe 32 mm dia (HSR 22.14.2.1)

40 mm dia (HSR 22.14.2.2)

Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge. (HSR 22.15)

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 chinaware Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (HSR 22.22.1)

Providing and fixing white vitreous chinaware flat back half stall urinal of size 580x380x350 mm with white PVC flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required. Single half stall urinal with 5 litre P.V.C. automatic flushing cistern (HSR 22.26.1)

Providing and fixing 8 mm dia C.P.S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to European type W.C. of quality and make as approved by Engineer - in - charge. (HSR 22.38)

Providing and fixing partitions for different type of urinals. Large size 835mm x 355 mm White (HSR 22.50.1.2.1)

Cutting chases in brick masonry walls for following diameter sand cast iron/centrifugally cast (spun) iron pipes and making good the same with cement concrete 1 :3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1 :4 (1 cement : 4 coarse sand) 75 mm dia (HSR 22.81.2)

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. Internal work - Exposed on wall 40 mm nominal outer dia Pipes (HSR 22.85.5)

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 walls etc. 20 mm nominal outer dia Pipes (HSR 22.86.2)

25 mm nominal outer dia Pipes (HSR 22.86.3)

32 mm nominal outer dia Pipes (HSR 22.86.4)

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 62.50 mm nominal inner dia Pipes (HSR 22.87.7)

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet: 150 mm diameter (HSR 22.102.2)

Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : 25 mm nominal bore (HSR 22.103.3)

Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore (HSR 22.104.1)

Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore (HSR 22.106.1)

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore (HSR 22.107.1)

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore (HSR 22.108.1)

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. (HSR 22.119.2)

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS: 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. (HSR 22.181)

Providing and fixing in position best Indian make (to the approval of the engineer-in-charge) storage type automatic electric water heater, pressure/non-pressure type thermostatically controlled, suitable for operation on 230 volts, 50 cycles single phase vertical wall mounting fitted with-draw able and adjustable type AC, thermostat. Thermostat knob to be readily accessible through the opening of suitable cover for and adjustment of temperature in the installed position of heater and the thermostat should be withdrawn without having to drain the water, electric heating element made out of copper tube (heating element should be easily removed and replaced in the installed position of heater) A neon indicator 1 AMP, inner container made out of copper tinned both from inside and outside, outer container made out of mild steel sheet finished in gleaming white stove enamel paint, insulated between the inner and outer with fibre glass wool with 1 metre length of suitable capacity 3 core flexible cord with plug and non return valve plastic/lead connections or pressure release valve (where required). Complete including fixing and testing for a week (as required by Engineer-incharge. 50 Litres capacity (HSR 22.216.5)

Providing and fixing in position singel socket SWR UPVC soil waste or antisyphonage pipes as per IS 13592 of E.D.C manufacture or of any other reputed firm including cutting, jointing, wastage, but excluding cost of jointing. Single Socket Type B 110 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)

90 mm old SWR UPVC pipe lines laid complete (HSR 22.222.2.3)

Supply and fixing of PVC floor traps (Heavy duty) of 80mm i/dia outlet of Prince /Supreme/Skipper make, complete in all respect. (NS)

Supply and fixing of PVC gully traps (Heavy duty) of 100 mm dia size ( 4") with cover and frame of Prince/Supreme/skipper make complete in all respect. (NS)

Supply of PVC specials of Prince / Supreme/Skipper make as per detail given below:- (NS) (a) 100 mm i/dia (i) HR bends

(ii )Door Tee

(iii) Elbow

(iv) Cowls

(b) 80 mm i/dia (i) Bend

(ii )Door Tee

(iii) Cowls

Providing and fixing in position vitrous Chinaware European type WC suite, INOX Model, Italion Collection, Hindware Make, star white-pastel, Category No. 92089(P-18) size 72 x 37 x 72 cm, complete in all respect. (NS)

Providing and fixing looking glass 5.5 mm thick mounted on asbestos sheet ground fixed in position by means of 6 Nos. C.P brass screws and washers over rubber washers and rawl plug embeded in the wall or C.P. brass clamps with CP brass screws and wooden frame as required by Engineer In-charge, complete in all respect of Saint Gobain/Modi/ATUL (NS)

Supply of CPVC Union Couplings with brass internals of Prince/Supreme/Skipper make . (NS) (a)25 mm dia

(b) 40 mm dia

(c) 50 mm dia

(d) 65 mm dia

Supply of CPVC ball valves with brass internals of Prince/Supreme/Skipper make . (NS) (a)25 mm dia

(b) 40 mm dia

(c) 50 mm dia

(d) 65 mm dia

Providing and installation of self contained drinking water cooler of fully stainless steel body (FSS) with refrigerant R-134 A, cooling capacity 120 liters per hour and storage capacity 120 liter suitable on operating power supply 230 ± 10 %, 50-Hz single face AC complete in all respect. Make = Usha/Voltas/Blue star as approved by the Engineer Incharge. (NS)

Providing and fixing in position R.O.water purifier (to be fixed with water cooler) having at least 50 ltrs./hour purification capacity and fully automatic operation with auto start and auto off system and as per complete specification of the manufacturer complete in all respect. (NS) Make:- KENT-ELITE Model.

Providing and fixing in position 5.0 HP capacity three phase Monoblock Pumping set complete in all respect of Crompton/Kirloskar make. (NS)

Providing and fixing in position Panel Board with suitable capacity starter, Main switch and Kit Kats etc.for 5.0 HP capacity P/set as required complete in all respect of L&T/Havells make. (NS)

Electrical work 213 to 283:- COPPER WIRING IN MS CONDUIT (SURFACE/RECESS) Wiring for Light/Fan/call bell point in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group B (HSR 23.1.1.2)

Wiring for Twin control light point with 2 nos , 2-ways, 5 amp. switch in 1.5 sqmm FRLS PVC insulated copper conductor cable in 1.6 mm thick MS conduit pipe. Group B (HSR 23.1.2.2)

Wiring in MS conduit system for 3-pin 5amp. Plug point by using 2 no 1.5 sqmm FRLS copper wire and 1 no 1.5 Sqmm FRLS copper wire , including providing 1 no 5/6 Amp 3/5 pin socket and 1 no 5/6 Amp switch required MS Box etc complete as required Group B (HSR 23.1.4.2)

Wiring in MS conduit system for 3-pin 15amp. Plug point by using 2 no 4 sqmm FRLS copper wire and 1 no 4 Sqmm FRLS copper wire for earthling, including providing 1 no 15/16 Amp 3/6 pin socket and 1 no 15/16 Amp switch required MS Box etc complete as required Group B (HSR 23.1.5.2)

FITTING AND ACCESSORIES Providing and fixing Piano type accessories of approved make in existing box and Bakelite sheet including fixing and making necessary connections,complete in all respect. Electric buzzer 220/230 volts A.C. Bakelite with double coil. (HSR 23.8.1.7)

Bakelite angle/straight button holder large size. (HSR 23.8.1.12)

Supply and erection of 10.5 cm dia M.S.Fan box including 8 mm dia 30 cm long M.S. Road made into suitable suspension hook and erected in R.C.C. slab for the erection of fan complete with all labour and material required to complete the job. (HSR 23.8.4)

Supply and erection of MS conduit pipe 1.6 mm thick , ISi marked surface/recessed in slab/wall/ceiling etc. including cost of MS bends, inspection box and all other material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. MS Pipe of 20 mm dia. (HSR 23.6.6.1)

MS pipe of 25 mm dia (HSR 23.6.6.2)

MCCB ,DISTRIBUTION BOARDS, MCB's, RCCB's, CHANGE OVER etc. Supply and erection of Modular case circuit breaker single pole/4 pole on existing wall/pedestal/Panel including bounding to earth and making necessary connections required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. Double pole MCCB 16 to 63 Amp, 25 Ka (HSR 23.22.1.1)

Double pole MCCB 100 to 125 Amp, 25 Ka (HSR 23.22.1.2)

TRIPLE POLE MCCB 200 to 250 Amp, 25 KA (HSR 23.22.1.5)

Supply and erection of double door sheet steel enclosure distribution board suitable for MCBS and ELCBS etc. recessed in wall including bonding to earth with all labour and material required to complete the job in all respect up to the entire satisfaction of the Engineer-in-Charge of the work. SPN DB Double Door 8 way ( 2 incoming and 6 outgoing) (HSR 23.22.4.2)

TPN DB Horizontal type Double Door 4 way ( 8 incoming and 3phase*4 outgoing) (HSR 23.22.4.5)

TPN DB Horizontal type Double Door 8 way ( 8 incoming 3phase*8 outgoing) (HSR 23.22.4.7)

TPN DB Horizontal type Double Door 12 way ( 8 incoming 3phase*12 outgoing) (HSR 23.22.4.8)

Supply and erection of miniature circuit Breaker 240/415 V in the existing distribution board including making necessary connections:- 6 amp. to 32 amp Single Pole (HSR 23.22.5.1)

6 amp. to 32 amp Double POLE (HSR 23.22.5.3)

6 amp. to 32 amp MCB's TRIPLE POLE (HSR 23.22.5.5)

40 amp to 63 amp. MCB's TRIPLE POLE (HSR 23.22.5.6)

Supply and erection of blanking sheet in existing distribution board (HSR 23.22.7)

PVC CONDUIT PIPE ONLY (SURFACE OR RECESSED) FOR ELECTRICAL Supply and erection of PVC CONDUIT ISi marked (Medium) recessed in walVceiling etc. including the cost of PVC bends, inspection boxes, iron hooks and cement concrete etc. complete in all respect up to the entire satisfaction of Engineer-in-Charge of work. PVC pipe of 25 mm dia. (HSR 23.7.6.2)

MISCELLANEOUS Supply of GI pipe (B-Class) for suspension rod of ceiling fan including threading if required. 15 mm dia (HSR 23.23.2.1)

MS STAND, BUS BAR CHAMBER AND PANELS Supply and erection of M.S. angle iron frame duly welded for housing M.S. sheet & main switches etc. on it, fixed on wall by means of suitable size of rag bolts with cement concrete, duly painted with three coats of approved paint including one coat of red oxide. (HSR 23.24.1)

Supply and erection of metal clad bus bar chamber made from 1.6 mm thick M.S. sheet and fixing with rag bolts on wall or on existing pedestal/angle iron frame including bonding, detachable top and bottom including painting and necessary connection etc. (Aluminium bars). 100 amp 4 bars of 55 cm each (cross section 25 mm x6 mm) chamber over all size 60 cm x 45 cm x 18cm (HSR 23.24.3.2)

EARTHING AND LIGHTENING ARRESTOR Earthing with GL earth pipe 4.5 m long and 40 mm dia with masonry enclosures on the top etc. (but without charcoal or coke and salt) as required. (HSR 24.1.1)

Extra for using salt and char coal/coke for pipe earth electrode as required. (HSR 24.1.2)

Earthing with G.I. earth plate 600 mmx 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required. (HSR 24.1.3)

Extra for charcoal or coke and salt for G. I. plate or copper plate earth electrode. (HSR 24.1.5)

Supplying and laying 25mm x 3mm G.I. strip at 0.5 metre below ground as strip earth electrode including soldering etc. as required. (HSR 24.1.6)

Supplying and laying 25mm x 3 mm G.I. strip in 40 mm dia,GI pipe as/from earth electrode including soldering etc. as required. (HSR 24.1.7)

Providing and laying earth connections from earth electrode with 4.00 mm dia G.I. wire in 15 mm dia G.I. pipe from earth electrode as required. (HSR 24.1.11)

Providing and fixing 4.00 mm dia G1. Wire on surface or in recess for loop earthing as required. (HSR 24.1.13)

LT CABLE Laying of underground cable 0. 75 metre below ground level covered with sand and bricks including excavation and refilling of trenches.:- 2.5 Sq mm to 10 Sq mm 2 to 4 Core (HSR 24.2.2.1)

185 sqmm to 240 sqmm 3 to 3½ Core (HSR 24.2.2.4)

LT CABLE Supply and erection of suitable compression type brass cable glands for underground Cable :- 10 sqmm to 16s qmm Cable 2 to 4 Core (HSR 24.2.7.2)

25 sqmm to 50 sqmm Cable 2 to 4 Core (HSR 24.2.7.3)

120 sqmm to 185 sqmm Cable 3 to 32 Core (HSR 24.2.7.5)

LT CABLE Supply and erection of aluminium lugs heavy duty including crimping etc. up to the entire satisfaction of the Engineer-in-charge of the work 16 sqmm (HSR 24.2.8.4)

25sqmm (HSR 24.2.8.5)

50sqmm (HSR 24.2.8.7)

120 sqmm (HSR 24.2.8.10)

185 sqmm (HSR 24.2.8.12)

Supply and erection of cable route marker made of 50 cm long 10 mm dia M.S. Rod welded/riveted at the top with 10 cm dia 3 mm thick MS plate inscribed with 'cable' word on it, having a cross arm 30 cm long of the same dia welded at the bottom, in exiting trench 45 cm below ground level. (HSR 24.2.10)

Supply and erection of Hot Dip Galvanized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts , earthing studs, Integral Cable termination arrangement 5 mm thick Bakelite base plate on suitable welded MS/GI bracket 32 A four way connector 2 no 1 O A SP MCB, end cover and all accessories as supplied by the manufacture including Providing RCC foundation of M25 grade (1 Cement:1 Stone aggregate: 2 Coarse sand) i/c excavation, steel reinforcement (Fe 500) @80 kg/cum of concrete contents, concrete cover 50mm, anchor bolts etc. over a bed of PCC 1 :5: 1 O of required dimensions for octagonal poles of various heights as per following specifications complete in all respects and as per directions of Engineer-in-charge. 7 Metre Long pole with top dia 75 0mm and bottom dia 150 mm with base plate of size 300 x 300 x 20 mm. (HSR 24.4.8.5)

Supply and erection of 3 core PVC copper insulated and sheathed circular flexible wire:- (NS) Size 1.50 sq mm (48/0.20 mm)

S/E of 3mm thick mild steel sheet duly welded on existing M.S. angle iron frame for fixing the main switches etc. as required, duly painted with three coats of approved paint including one coat of red oxide. (NS)

Supply and erection of PVC pipe of 6 kg. Pressure, laid 1 metre below ground level complete, including digging refilling of the trench with jointing etc:- (NS) PVC pipe 120 mm dia

PVC pipe 65 mm dia (NS)

Supply and erection of under ground cable loose in existing pipe or trenches complete with necessary connections. (NS) 16 sq mm 4 Core cable (Armoured)

25 sq mm 4 Core cable (Armoured)

50 sq mm 4 Core cable (Armoured)

70 sq mm 3 ½ Core cable (Armoured)

185 sq mm 3 ½ Core cable (Armoured)

Supply and erection of PVC unsheathed copper conduct cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe. (NS) ( Make:- BONTON/Havells FRLS/Anchor FRLS/ Finolex FRLS) Size 1.5 sq. mm

Size 4 sq. mm

Size 6 sq. mm

Size 10 sq. mm

Supply installation testing and commissioning of Wall/free floor mounting dust & vermin proof compartmentalized cubical panel made out of 2mm thick CRCA sheet, required hardware 3mm thick bakelite sheet provided all along the bus bar and cable alley separating switches compartment and supporting suitable channel duly painted by 2 coat of Zine/Red oxide primer followed by 2 coats of powder coating in grey or required shade after rinsing. the panel having PU/Neoprene rubber gasket of not less than 3mm thickness separate detachable gland plate MS base channel hinged door with inter locking arrangement for equipment/switch wear as per detail.(NS)

Suppliying and fixing of copper bus bar duly tinned by means of SMC/DMC type insulator high tensile nuts and bolts spring washers fixing to same in existing panel including bending, cutting in required shape and size and insulation with colour coding heat shrinkable PVC insulation Complete in all respect. (NS)

S/E of surface/wall mounted ≤20W integrated LED 4 feet fitting with Epoxy Powder coated white/Grey extruded aluminium channel housing for efficient heat dissipation. Total system lumen of 20 watt LED should be ≥ 2000 or above in cool day light (5700K to 6500K), Power factor >0.95, CRI >80, Average life >50000 hours. Complete with mounting Brackets & accessories as required with connections(Industrial) (NS) Make: Philips, Havells, Wipro, Bajaj.

Supply & Erection of electric ceiling fan capacitor type sweep size 1400mm ,complete in all respects. (Make: Orient/Usha/Crompton). (NS)

Supply & Erection of Single phase propeller type heavy duty ventilating fan (Exhaust fan). sweep size 300mm with louver complete in all respect . (NS) (Make: Orient/Usha/Crompton).

S/E of LED street light of system voltage 70/72 W IP66 Multiple LED with lens optics and pressure die-cast aluminium housing for effective thermal management. Total system lumen of 60 watt LED should be 7800 or above in cool day light (5000K to 6000K), Lumen efficacy > 95/m/w Power factor >0.95, CRI >70, Average life >50000 hours, complete all accessories as required with connections. (NS) Make: Philips, Havells or Wipro, Bajaj.

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (Make: Delton/Finolex). (NS) 20 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable laid one mtr. below ground level including the cost of digging, bricks, rawl & laying charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (Make: Delton/Finolex). (NS) 50 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (NS) (Make: Delton/Finolex). 20 Pair

Supply, erection of 0.51 mm jelly filled armored telephone cable loose in existing pipe/tranches including testing & commissing charges, complete in all respect with the entire satisfaction of Engineer-in-charge. (Make: Delton/Finolex). (NS) 50 Pair

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. 50 pair DP (NS)

Supply, erection, laying and testing of D.P. including the cost of krones, base plate, 40mm dia G.I. pipe for incoming and outgoing cable and main box having locking arrangement. 20 pair DP (NS)

SANCHIT CREDIT AND CONSTRUCTION PVT LTD

RAJ KUMAR CONTRACTOR

the creative infra and interiors pvt. ltd.