Construction of Sub Health Center at Pehladpur Khalila in Distt. Panipat.

Amount

4.12 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. Unit 4.12.1 All kinds of soil [HSR 4.12.1]

4.32 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]

10.100.2 Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [HSR 10.100.2]

6.1 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: 6.1.6 1:4:8 ( 1 Cement : 4 coarse sand (zone-Ill) : 8 graded stone aggregate 40 mm nominal size) [HSR 6.1.6]

6.15 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 four level, excluding cost of centering, shuttering, finishing and reinforcement : 6.15.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 graded stone aggregate 20 mm nominal size) [HSR 6.15.1]

6.14 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: 6.14.1 1:1. 5: 3 ( 1 cement : 1. 5 coarse sand (zone-Ill): 3 graded stone aggregate 20 mm nominal size) [HSR 6.14.1]

7.21 Brick work with common burnt clay non-modular bricks of class designation 7.5 10.5 in foundation and plinth in: 7.21.2 Cement mortar 1:6 (1 cement: 6 coarse sand) [HSR 7.21.2]

J. STEEL REINFORCEMENT 6.33 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 6.33.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. [HSR 6.33.6] 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.

4.33 Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [HSR 4.33]

6.16 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]

6.18 Reinforced cement concrete work in arches, arch ribs, domes, vaults, shells, folded plate and roofs having slope more than 15° 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-Ill) : 3 graded stone aggregate 20 mm nominal size).[HSR 6.18]

6.21 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor four level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1 ½ coarse sand(zone-111) : 3 graded stone aggregate 20mm nominal size). [HSR6.21]

7.22 Brick work with common burnt clay non-modular bricks of class designation 7 .5 10.5 in superstructure above plinth level up to floor IV level in all shapes and sizes in : 7.22.2 Cement mortar 1:6 (1 cement: 6 coarse sand) [HSR 7.22.2]

7.28 Half brick masonry with common burnt clay non-modular bricks of class designation 7.5 10.5 in superstructure above plinth level up to floor IV level. 7.28.2 Cement mortar 1:4 (1 cement : 4 coarse sand) [HSR 7.28.2]

7.38 Honey-comb brick work 10/ 11.4 cm thick with common burnt clay bricks of class designation 7.5 10.5 in super structure above plinth level up to floor IV level with cement mortar 1 :4 (1 cement : 4 coarse sand).[HSR 7.38]

Dressed or moulded three brick cornice laid in cement sand mortar 1 : 4 including 12 mm thick cement plaster 1 :4 or pointing, as required.[HSR 7.56]

7.47 Brick work with non modular fly ash bricks conforming to IS :12894, class designation 10 average compressive strength in super structure above plinth level up to floor IV level in : 7.47.2 Cement mortar 1:6 (1 cement: 6 Coarse sand) [HSR 7.47.2]

9.11 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1: 1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1: 3 (1cement: 3 fine sand) mixed with 2% of integral water proofing ompound by weight of cement and finished neat: 9.11.1 With common burnt clay non-modular brick tile of class designation 10 [HSR 9.11.1] Second Storey

9.18 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 20mm 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]

RAIN WATER SPOUTS AND PIPES 9.55 Supplying and fixing in position 60 cm long G.I. pipe class 'B' spouts in chajjas and cantilevers 9.55.5 50mm internal dia. [HSR 9.55.5].

9.17.1 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 : 9.17.1 In 75x75 mm deep chase [HSR 9.17.1]

9.57 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 9.57.2 110 mm. [HSR 9.57.2]

9.58 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. 9.58.5 Bend 87.5° 9.58.5.2 110 mm bend [HSR 9.58.5.2]

9.59 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. 9.59.2 110 mm [HSR 9.59.2]

10.1 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]

10.6 Providing and laying of conglomerate floor 40mm thick cement concrete topping 1 :2:4 [HSR 10.6]

6.13 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]

10.29 Providing and laying of chequered terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement sluny 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) 10.29.4 Ordinary cement without any pigment [HSR 10.29.4] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

10.26 Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of size up to 12 mm, laid in floors, and landings, jointed with neat cement sluny 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) : 10.26.2 Medium shade pigment using 50% white cement and 50% ordinary cement. [HSR 10.26.2] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

10.28 Providing and laying of precast terrazzo tiles 20 to 22 mm thick with graded marble chips of sizes up to 12 mm, in skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement plaster 1 :3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete with tiles of: 10.28.2 Medium shades pigment using 50% white cement and 50% ordinary cement.[HSR 10.28.2] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

KOTA STONE FLOORING 10.37 Providing and fixing of 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) : 10.37.1 25 mm thick. [HSR 10.37.1] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

10.42 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.[HSR 10.42]

10.38 Providing and fixing of Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. [HSR 10.38] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

10.86 Providing and fixing glass strips, 5.5 mm thick 40mm wide in floors.[HSR 10.86]

10.62 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] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

10.51 Providing and fixing granite stone in all shades 15mm to 18 mm thick in skirting /dado, risers of steps, pillars and wall facing, laid in any pattern as specified over base of 12mm thick cement coarse sand mortar 1 :3 and jointed with white cement slurry mixed with pigment to match the shade of Granite including labour for fixing cramps pins and dowels etc.[HSR 10.51] Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (L.R)

10.50 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1 :4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 10.50.1 Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.[HSR 10.50.1] (L.R) Note:- The Agency to whom the work is alloted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

CEMENT PLASTER (IN FINE SAND 11.5 12 mm cement plaster of mix : 11.5.4 1 :6 (1 cement: 6 fine sand) [HSR :11.5.4]

11.6 15 mm cement plaster on the rough side of single or half brick wall of mix : 11.6.2 1 : 6 (1 cement: 6 fine sand) [HSR 11.6.2]

11.4 10 mm thick cement plaster: 11.4.2 1 :3 (1 cement: 3 fine sand) [HSR 11.4.2]

6.12 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: 6.12.1 Vertical [HSR 6.12.1]

11.76 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]

11.77 Applying pink primer or aluminium priming coat on wood work including preparation of surface, Knotting and stopping etc. [HSR 11.77 ] (L.R) (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge).

11.78 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] (L.R) (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge) .

11.68 Applying priming coat: 11.68.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works. [HSR 11.68.3] (L.R) (Note:- First quality paint/primer of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge).

11.64 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: 11.64.1 New work (two or more coats) over and including water thinnable priming coat with cement primer. [HSR 11.64.1 ] (L.R) (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge)

11.95 Finishing walls with Acrylic Smooth exterior paint of required shade : 11.95.1 New work (Two or more coat applied @ 1.67 litre/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) [HSR 11.95.1] (L.R) (Note:- First quality paint of reputed make firm such as Goodlass-Nerolac, Berger, Garware, Jenson, Nicholson, Asian & Shalimar Shall be used as approved by Engineer-in-charge in writing, Drum of paint shall be opened in presence of Engineer-in-charge).

11.60 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] (Note:- reputed make Putty such as J.K./ Birla shall be used as approved by Engineer-in-charge).

12.113 Providing and fixing wooden handrail of required shape and design, with necessary screws, including labour, for rounding, vertical and horizontal bends and curves complete fixed in position. 12.113.2 commercial hard wood, such as Hallock, champ, chikrassy cum and chaplash, etc., (Non- coniferous timber other than teak, conforming to I.S.specification no.1003,kiln seasoned) [HSR 12.113.2]

12.60 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc. complete 12.60.1 150 mm [HSR 12.60.1]

HYDRAULIC DOOR CLOSERS 12.88 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].

12.84 Providing and fi xing 50 mm bright finished brass cup board or wardrobe knob of approved quality with necessary screws.[HSR 12.84]

12.123 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C. doors) using synthetic rubber based adhesive.[HSR 12.123].

12.10. 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. 12.10.2 Kiln seasoned and chemically treated Hollock wood. 12.10.2.2 30 mm thick. (HSR 12.10.2.2)

12.32 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory windows with necessary screws 12.32.2 30 mm thick shutters 12.32.2.1 with ISI marked M.S. pressed butt hinges bright finished of required size 12.32.2.1.2 Kiln seasoned and chemically treated Hollock wood. (HSR 12.32.2.1.2)

12.31 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked, exterior grade (Grade I), of approved make, including llnd class teak wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per direction of Engineer-in-Charge. 12.31.2 With non decorative veneering on both sides [HSR 12.31.2}

12.37Providing 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: 12.37.1 35 mm thick including ISi marked Stainless Steel butt hinges with necessary screws [HSR 12.37.1]

WINDOW GRILLS, METAL MESH, WIRE GAUGE ETC. 12.50 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. 12.50.1 Fixed to steel windows by welding. [HSR 12.50.1]

ROLLING/COLLAPSIBLE/SLIDING DOOR SHUTTERS 13.35 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. [HSR 13.35]

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

13.3 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: 13.3.1 Profile B 13.3.1.1 Fixing with adjustable lugs with split end tail to each jamb. (HSR 13.3.1.1).

13.3 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: 13.3.2 Profile C 13.3.2.1 Fixing with adjustable lugs with split end tail to each jamb. (HSR 13.3.2.1).

6.34 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. 6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D kg or more [HSR 6.34.6]

12.99 Providing and fixing aluminium tower 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 necessary screws etc. complete. 12.99.5 100x10 mm [HSR 12.99.5]

12.99 Providing and fixing aluminium tower 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 necessary screws etc. complete. 12.99.4 150x10 mm [HSR 12.99.4]

12.99 Providing and fixing aluminium tower 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 necessary screws etc. complete. 12.99.3 200x10 mm [HSR 12.99.3]

12.98 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 :[HSR 12.98]12.98.2 250x16 mm [HSR 12.98.2]

12.98 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 :[HSR 12.98]12.98.1 300x16 mm [HSR 12.98.1]

12.102 Providing and fixing aluminium handles, ISI marked, anodised (anodic oating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete(HSR 12.102)12.102.2 100 mm. [HSR 12.102.2] (L.R)

12.102 Providing and fixing aluminium handles, ISI marked, anodised (anodic oating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete(HSR 12.102)12.102.1 125 mm [HSR 12.102.1](L.R)

Providing ISI marked Aluminnium butt hinges with nuts & screws etc complete.(HSR Chapter-2, Basic Rates item.)Anodised Aluminium butt hinges Size 100x63x4 mm. (Basic Rates HSR B0604)

Providing ISI marked Aluminnium butt hinges with nuts & screws etc complete.(HSR Chapter-2, Basic Rates item.)Anodised Aluminium butt hinges Size 125x63x4 mm.(Basic Rates HSR B601)

20.20 Labour for laying, jointing, fixing and testing G.1. /P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading.20.20.2 Including cost of specials. :-20.20.2.1 15 mm internal diametre of pipeline( HSR 20.20.2.1 )(L.R)

20.20 Labour for laying, jointing, fixing and testing G.1. /P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading.20.20.2 Including cost of specials. :-20.20.2.2 20 mm internal diametre of pipeline( HSR 20.20.2.2) (L.R)

20.20 Labour for laying, jointing, fixing and testing G.1. /P.V.C./W.I. pipelines and special tees, bends, sockets, elbow etc. inside building and testing etc. complete including cutting threading.20.20.2 Including cost of specials. :-20.20.2.3 25 mm internal diametre of pipeline( HSR 20.20.2.3)(L.R)

procuring the G.I. Pipe (Heavy Class) of various i/dia - 15mm i/dia G.I. PIPE (Heavy Class)

procuring the G.I. Pipe (Heavy Class) of various i/dia - 20mm i/dia G.I. PIPE (Heavy Class)

procuring the G.I. Pipe (Heavy Class) of various i/dia - 25mm i/dia G.I. PIPE (Heavy Class)

22.96 Providing and fixing brass bib cock of approved quality: - 20 mm nominal bore (HSR 20.96.2)

providing , 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. 25mm i/dia Gun Metal Peet Valve (Heavy Pattern) (NS)

providing , 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. 20mm i/dia Gun Metal Peet Valve (Heavy Pattern) (NS)

22.181 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].

22.90 Making chases up to 7.5x7.5 cm in walls including making good and finishing with matching surface after housing G.I. pipe etc. (HSR 22.90)

20.21 Labour for laying jointing, fixing and testing G.1./ P.V.C./W.I. pipe lines and special tees, bends, sockets, elbows etc. in trenches in the ground cutting,threading and testing, etc. complete 20.21.6 50 mm internal diameter(HSR 20.21.6)

20.21 Labour for laying jointing, fixing and testing G.1./ P.V.C./W.I. pipe lines and special tees, bends, sockets, elbows etc. in trenches in the ground cutting,threading and testing, etc. complete 20.21.8 80 mm internal diameter(HSR 20.21.8)

Cost for Procuring G.I. pipe lincluding cartage from market to divisional stores or site of works.(As per analysis of rates attached)50 mm dia. G.I. PIPE (NS)

Cost for Procuring G.I. pipe lincluding cartage from market to divisional stores or site of works.(As per analysis of rates attached)80 mm dia. G.I. PIPE (NS)

20.22 Extra for fixing flanged joints on G.I. and W.I. pipelines including cost of jointing materials20.22.6 50 mm internal diametre (HSR 20.22.6)

20.22 Extra for fixing flanged joints on G.I. and W.I. pipelines including cost of jointing materials20.22.8 80mm internal diameter (HSR 20.22.8)

Providing ,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. 20.31.6 50 mm internal diametre (HSR 20.31.6)

20.13 Providing & fixing cast iron single air valves marked with IS:14845 including carriage, loading, uploading stacking, handling, re-handling etc.drilling, tapping, screwing etc. in valves connections complete in all respects to the satisfaction of Engineer-in-charge. (Rate is same for 40mm/50mm i/d pipes) 50 mm i/d cast iron single air valves(HSR 20.13.2)

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: 4.16.1 All kinds of soil - 4.16.1.1 Pipes, cables etc, not exceeding 80 mm dia.(HSR 4.16.1.1)

Provision for Fire Hydraulic compete in all respect. 1 Nos. @ Rs.2000/- each (Rate as per based on P.H. deptt.)

Provision for brick masonry ground tank of size 6.50’ dia with working depth of 6’-0 B.G.L. having a capacity of 1244 glns complete as Public Health Standard design. 1244 glns @ Rs. 1300/% Glns L.S. Rs. 16172

Provision for installing of 1 No. Electric Motor of 0.50 BHP with 50 LPM pump complete as per Public Health Standard. 1 Nos. @ Rs. 7500/- each L.S. Rs. 5000.00

Provision for construction of one No. Septic tank chamber at the tail and of S.W. pipe including execution of earth work complete in all respect as per P.H. standard design.

Construction of 1 No. sockage pit, including cost of execution of earth work complete in all respects as per P.H. standard design. Note:- Quantities of the above materials have been worked out on the basis of theoretical quantities laid on this road. However, agency may visit site before quoting rates and assess the extent of retrieved material. There shall be no measurement after actual dismantling and if martial after dismantling is found on lesser side, no claim of agency on this score will be entertained and full recovery on the basis of quoted rate and quantity exhibited in the BOQ shall be made. The reserve rates are minimum rates to be used as base for quoting purchase rate by the agency. No rates below the reserve price will be entertained and reserve price will be considered for all purposes in case the agency quotes lesser that reserve price Notes:- In case of any discrepancy in nomenclature/ unit of items of BOQ depicted in the DNIT, the nomenclature/ unit of MoRTH/ HSR & NS items shall be applicable as per norms. Unit rates and prices shall be quoted by the bidder in Indian rupees [ITB Clause 14.1].

The Quality Coop Society Ltd

THE JAGRITI COPERATIVE LABOUR AND CONSTRUCTION SOCIETY