Special repair of Mechanical Workshop Near PWD Store at Yamuna Nagar in Yamuna Nagar District

Amount

Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:Asbestos Cement sheet (HSR 5.15.2 )

Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. (HSR 9.35)

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 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)

Brick work with common burnt clay NON-modular bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement: 4 coarse sand) (HSR 7.21.1)

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 )

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) : 25mm thick ( HSR 6.8.3)

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

Wall painting on a cement plaster surface with acrylic emulsion paint of approved brand and manufacture to give an even shade : Two or more coats on new work (HSR 11. 71.1)

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (HSR 13.29.2)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. (HSR 5.45)

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as 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 pointing the joints with white cement and matching pigment etc., complete. (HSR 10.57)

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 10.58)

Providing and fixing white vitreous chinaware pedestal type water closet European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required 22.23.1 W.C. pan with ISi marked white solid plastic seat and lid (HSR 22.23.1)

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

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.(HSR 5.45)

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

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer ( HSR 11.64)

Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces: Two coat(HSR 11.72.2)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift 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).

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)

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

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

Providing and laying damp-proof course with cement concrete 1: 1.5:3 (1 cement : 1.5 coarse sand (zone-Ill): 3 graded stone aggregate 20mm nominal size) 40MM Thick (HSR 6.9.2)

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)

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)

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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-111) : 3 cum graded stone aggregate 20 mm nominal size) (HSR 6.15.1)

Reinforced cement concrete work in beams, suspended floors, cum roofs having slope up to 15° landings, balconies, shelves, chajjas, intels, 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 and (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 Below plinth level : Cold twisted bars 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. (HSR 6.33.3)

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. (HSR 13.44)

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)

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

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

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)

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade: New work (two or more coats) over and including water thinnable priming coat with cement primer (HSR 11.64.1)

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 )

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1 :4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1: 1, including rubbing and polishing of the surface up to 3 cuts complete, including providing skirting up to 150 mm height along the parapet walls in the same manner. (HSR 28.43)

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)

Supply & fixing Windows frames (Chowkhats) including mullions consisting frame fabricated from sheet roll formed out of 1.2mm thick galvanized sheet as per IS:277 (Base steel as per IS 513) with zinc of 120 gm/sqm & Powder coated with pure Polyester powder up to 50 microns (as per approved colour), 3 Nos. 100mm butt - hinges 2mm thick, 6 Nos. 1.2mm thick CRCA electroplated stiffner, 6 Nos. M.S hold fast with split and tail welded to stiffner plate 200mm long, receiver for aldrop, weld less corner assembly with brackets & screws, M.S tie rod 50mm x 25mm to be fixed at bottom finished with powder coated total thickness of coating 0.6mm of approved shade, fixed in position including the cost of cement Concrete for 1 :2:4 for fixing lugs complete in all respects as per drawing, design, specification & entire satisfaction of Engineer-in-charge. (HSR 13.21) b) Door Frame of size 80mmX50mm with 37mm wide single rebate for 35mm door shutter (HSR 13.21.1)

c) Door frame of size 125mmX60mm with 37mm wide double metre rebate for 35mm door shutter (HSR 13.21.2)

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)

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 : Kiln seasoned and chemically treated sqm Hollockwood (HSR 12.32.1.1.2)

Providing and laying of base course of floors consisting of 100 mm thick cement 1 :8: 16 and 100 mm sand or stone filling. Re-compacting excavated soil in plinth under floors, including cum watering, ramming, consolidating and dressing complete. (HSR 10.1)

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 10.63.2 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 laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality Conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory,Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1 :4 (1Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding pointing the joints with white cement and matching pigments etc.,complete. (HSR 10.59)

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 10.58)

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 necessaryaccessories and screws etc. complete. (HSR 12.88)

Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete :12.73.1 125x64x1. 90 mm 100X58X1.90 mm (HSR 12.73.2 )

Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete. (HSR 12.75.2)

Applying priming coats with primer of approved brand and manufacture,having low voe (Volatile Organic Compound ) content. With ready mixed pink or grey primer on wood work (hard and sqm 16 9 25 soft wood) having voe content less than 50 grams/ litre (HSR 11.69.1 ) 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)

PUBLIC HEALTH PORTION 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)

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

Labour our fixing G.I. or W.I. pipe sleeve pieces in holes in walls, floors and roofs rounds pipes including all cutting and wastage 15 mm internal diameter of sleeve pipe (HSR 20.29) (I) 15 mm internal diameter of sleeve pipe (HSR 20.29.1)

(II) 20 mm internal diameter of sleeve pipe (HSR 20.29.2)

Bailing out water from the trenches for making new connections in fully charged pipe-lines including cleaning trimming and dressing the trenches to correct alignment and grade as required by the Engineer-in-charge. (HSR 20.49)Upto 200 mm internal diameter

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% lime mortar 2:3 in foundation cement concrete 1 :2:4 benching 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 455mm x 455mm/ 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. (HSR 21.84.1) (I) Size 450x450mm inside (with 455x 455mm cover & frame light duty single seal weighing 20 Kg with C.C topping)

(II) Size 450x600mm inside (with 455x 610mm cover & frame single seal pattern I weighing 38 Kg with C.C topping)

(III) Size 600x900mm inside (with 455x 455mm cover & frame light duty single seal weiging 20 Kg with R.C.C slab)

Constructing brick masonry road gully chambers as per standard drawings (as per sizes given below) including dressing of beds and sides of chambers to exact profiles, 15cm thick lime concrete 16:24:100 (as per specified in item No.10.6) in foundations 1st class brick work laid in cement sand mortar 1 :5, 40 mm thick cement concrete 1 :2:4 topping inside the chamber with a floating coat of 1.5mm thick neat cement laid in one operation to the topping, the entire inner surface of the chamber rendered with neat cement not less than 12mm in thickness of 1 :2 cement sand plaster and finished with floating coat of neat cement 1 mm thick left absolutely smooth polished and correct to templates including labour for fixing the C.I. road gully grating and frame including painting with coal tar (as Specified in item No. Item 21.48) complete to the requirement of the Engineer in-charge : Single Road Gully Chamber (HSR 21.87.1.1) Single Road Gully Chamber Size 610 mm x 457 mm x 800 mm

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, NP2 MARKED WITH IS : 458-1988 and specials nto trenches for all depths including carriage, loading, unloading, stacking, handling, re-handling etc. complete is all respects to the satisfaction to the Engineer - in -charge. 300 mm i/d (HSR 20.62.3)

Lowering salt glazed stoneware pipes and specials into trenches for all depths and laying out the same to correct alignment gradient, level etc in trenches including all dressing and trimming of bed and sides of trenches, if required, trimming and cutting of concrete beds and joint holes, supporting the pipes and specials, in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benching hunching and envelopes are completed. The sewer shall rest on the bed at every point throughout its length and to ensure this, it shall be grouted in without extra charge by the contractor with lime surkhi mortar, in the case of lime concrete beds and 1 :3 cement sand mortar in the case of cement concrete beds including cartage from Divisional Store or nearest Railway station to site of work.: 150 mm internal diameter of sewer (HSR 21.38.2)

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- 1000 LTR capacity (HSR 22.181)

Providing and fixing white vitreous chinaware pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISi marked white solid plastic seat and lid (HSR 22.23.1)

Providing and fixing white vitreous chinaware flat back or wall comer type lipped front urinal basin of 430x260x350mm and 340x410x265 mm sizes respectively with flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: One urinal basin with 5 litre white P.V.C. automatic flushing cistern - white manualy operated (HSR 22.25.1)

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 Bib cock long body (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 concealed stop cock with flange (HSR 22.107.1)

Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require :White vitreous chinaware Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap - White Size 630 mm x 450 mm with one Each tap (HSR 22.1.2)

Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 260 gms (HSR 22.116.1)

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing (HSR 22.210.2)

Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.(HSR 22.127)

Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. (HSR 22.88) (I) 15mm Dia

(II) 20mm Dia

(III) 25mm Dia

Provision for GI filling such as Elbow, Tee, Socket, Nipple etc (N.S) (I) PVC Elbow

(II) PVC Tee

(III) PVC Socket

(IV) Nipple

N.S ITEMS Supply of G.I Galvanized Concrertina coil wire 600mm dia (N.S)

The Akash Banwal Cooperative Labour and Construction Society Ltd