Special Repair for Office of Executive Engineer, Provincial Division No.1, Ambala Cantt in Ambala District

Amount

1 : - Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 meters depth including dressing of bottom and sides of trenches stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed with in a lead of 30 meters. (HSR. 6.6)

2 : - Dismantling Brick Work, Tile Masonry or Tile Lining and Tile Terracing (HSR 8.5) (b) In cement

3 : - Dismantling Roofing first class mud roofing. (HSR 8.8 (a)

4 : - Dismantling Roofing demolishing mud phaska in tile terracing. (HSR 8.8 (g)

5 : - Dismantling Roofing Removing R.C.C. Battens from roof. (HSR 8.8 (h)

6 : - Removing doors and windows (wooden and steel) together with the Dismantling of walls:- (HSR 8.17) a) doors (HSR 8.17) (a)

: - b) windows (HSR 8.17) (b)

: - c) clerestory windows (HSR 8.17) (c)

7 : - Dismantling cement conglomerate / terrazzo floor 25 mm to 50 mm thick without concrete base. (HSR 8.26)

8 : - Scrapping of cement plaster (HSR 8.32 (c)

9 : - Dismantling white or coloured glazed tiles. (HSR 8.38)

10 : - Cement concrete 1:8:16 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.28)

11 : - Cement concrete 1:8:16 with Stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.29)

12 : - Cement concrete 1 : 4 : 8 with brick ballast 40 mm nominal size in foundation and plinth. (HSR 10.36)

13 : - Cement concrete 1:4:8 with stone aggregate 20 mm nominal size in foundation and plinth (HSR 10.38)

14 : - Cement concrete 1 : 4 : 8 with stone aggregate 40 mm Nominal size in foundation and plinth. (HSR 10.39)

15 : - Cement concrete 1: 2 : 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)

16 : - Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work but excluding steel reinforcement centring and shuttering in first storey upto 4 metres above plinth level (HSR 10.80 + 10.95 (a)

17 : - Cement concrete 1:1½:3 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centring and shuttering, laid in position, complete in all respect. [HSR. 10.82 + 10.95 (a)].

18 : - Cement concrete 1:1½:3 with stone aggregate 20mm nominal size for reinforced concrete work in footing, strips, foundation, rafts, pedestal and approach slabs of bridges etc. but excluding steel reinforcement and including centring and shuttering, laid in position, complete in all respects. (for work upto 1.5 Mtrs. below ground level). [HSR. 10.90 + 10.95 (a)].

19 : - Providing and laying 80 mm thick ISI Marked interlocking paver blocks conforming to is 15658 : 2006/ IRC SP 63-2004 of all shapes and colours in design mix cement M-40 over a bed of 30 mm thick fine sand complete in all respect. (HSR 10.159) (Note :- Reputed make Paver Block Only ISI marked will be used as approved by Engineer – in – Charge).

20 : - First class brick work laid in cement sand mortar 1:5 in foundation and plinth HSR 11.3)

21 : - First class brick work laid in cement sand mortar 1:5 in first storey upto 4 metres above plinth level (HSR 11.8)

22 : - 11.43 cm thick brick wall laid in cement sand mortar 1:4 in superstructure (HSR 11.48) (a)

23 : - Terracing consisting of tiles 22.86 cm x 11.43 Cm x 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc. (HSR 13.13) a) Using Old Tiles

: - b) Using New Tiles

24 : - Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)

25 : - Providing fixing PVC Rain water pipe 6 Kg Pressure of ISI mark in cement mortar during masonry work. (HSR 13.89) a) 100 MM dia PVC pipe 6 Kg. Pressure. (HSR 13.89) (a)

26 : - Providing & fixing PVC Bend ISI Mark. (HSR 13.90) a) 100 mm dia PVC Bend

27 : - Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm ) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised @80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all T-sections used in false ceiling support system shall be prepainted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-in-charge. (with or without grooves). (13.92).

28 : - Providing & fixing ceramic tiles/anti skid tiles of size 400mm x 400mm or above size of approved make in flooring, 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 of tiles. Note:- Tile shall be of premium quality (first quality) of reputed manufacturer like:- RAK, NITCO, Kajaria, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge. (HSR 14.91). Note:- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

29 : - Providing & Fixing Ist Quality ceramic glazed wall tiles conforming to IS. 15622 ( thickness to be specified by the manufacturer) of approved make in all colours, shades except burgundy bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 coarse and jointed with grey cement slurry including jointing in white cement mixed with pigment of matching shades complete. (b) size of ceramic glazed tiles 300 x 450 mm of reputed manufacturer like:- RAK, NITCO, Kajaria, SIMPOLO & ORIENT BELL shall be used as approved by Engineer-in-charge (HSR 14.92) (b) 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

30 : - 12 mm thick cement plaster 1:4 (HSR 15.5)

31 : - 12 mm thick cement plaster 1:4 (HSR 15.6)

32 : - 15 mm thick cement plaster 1:5 on the rough side of single of half brick wall. (HSR 15.11)

33 : - Preparation of ply wood surface for painting including sand paparing the surface and applying filling with approved quality filler consisting of with lead, linseed oil, varnish and chalk miti including finishing the surface to required finish complete. Painting on wooden surfaces etc. (HSR 16.1)

34 : - Applyng pink primer or aluminium priming coat on wood work including preparation of surface knotting and stopping etc. (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) (HSR 16.2)

35 : - 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. (Note:- First quality paint of reputed make firm such as goodlass- Neolac, 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. (HSR 16.3)

36 : - Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surface. (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). (HSR 16.25)

37 : - Preparation of plastered surfaces for Distempering including sand papering the surface, applying filling with approved quality filler, consisting of plaster of paris and chalk mitti including finishing the surface to the required finish complete. (HSR 16.51)

38 : - Preparation of plastered surfaces for oil bound distemper including sand papering the surface, applying one coat of linseed oil, and filling with approved quality filler, consisting of white lead, linseed oil, varnish and chalk mittii including finishing Preparation of plastered surfaces for oil bound distemper including sand papering (HSR 16.52)

39 : - Distempering with washable oil bound distemper (of approved manufacture) two coats on old distempered work.. (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. (HSR 16.60)

40 : - Providing two coats of exterior acrylic emulsion paint. (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 oresence of Engineer-in-charge.) (HSR 16.79) (b)

41 : - Providing and applying two coats white cement based putty over plastered surface and grindling the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complete. (Note:- Reputed make putty such as JK/Birla shall be used as approved by Engineer-in-charge). (HSR 16.81)

42 : - Chowkats of commercial hard wood such as hillock, champ, chikrassy, and chaplash, etc., (Non-coniferous timber other than teak conforming to I.S. specification no. 1003 kiln seasoned), of doors and windows including iron hold fasts, corner straps, screws, bolts for hold fasts, etc., complete fixed in position. (HSR 17.12)

43 : - Cupboard shutters of commercial hard wood Such as hollock, champ chikrassy and Chaplash, etc. (non coniferous timber other than teak conforming to I.S specification no. 1003, kiln seasoned) excluding chowkhats but with commercial plywood panels or faced one side including iron hinges and screws fixed in position (excluding the cost of hand-less, tower bolts, hasp with staple, but including the labour for fixing the same- (HSR 17.32) b) 25 mm thick (HSR 17.32 (b) + Note (17.20 (iii)

44 : - Supplying and fixing hydraulic door Closer, I.S.I mark, with necessary Screws, etc., complete- (HSR 17.82) a) I.S.I designation no. 1 (size of door upto 700mm) (HSR 17.82 (a)

45 : - Factory manufactured panelled door or glazed window, shutters of commercial hard wood, such as hollock, champ, chikrassy & chaplash etc. (Non-coniferous timber other than teak, conforming to IS specification no. 1003, Kiln-seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and 100 mm ide other rails and 100 mm wide other rails with panels of 15 mm thick tongued and grooved of commercial hrd wood and including costof iron hinges, screws, chocks, cleats, stops, nails etc. complete fixed in position (Excluding the cost of any fittings, other than specified above, but including labour for fixing the same in position) (a) 30 mm thick (HSR 17.90) (a)

46 : - Factory manufactured panelled door or glazed window shutters of commercial hard wood such as hollock, champ, chikrassy and chaplash etc. (non-coniferous timber other than teak conforming to I.S. specification No. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide lock rail, 200 mm wide bottom rail and100 mm wide other rails, with panels of 15 mm thick, tongued and grooved of commercial hard wood and cost of iron hinges screws, chocks/cleats, stops, nails etc. complete fixed in position (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position) (HSR-17.91)(b) 35 mm thick

47 : - Factory-manufactured wire gauze door and windows shutters of commercial hard wood such as hollock, champ etc, (non coniferous timber other teak, conforming to I.S. specification no. 1003, kiln seasoned) with 100 mm wide vertical styles, 150 mm wide locck rail 200 mm wide bottom rail and wire gauze of 140 G or 120 G designation including cost of iron hinges,screws,chock/cleats, stops nails etc., complete fixed in position (excluding the cost of any fitting other than specified above, but including labour for fixing the same in position)- (styles and rails of windows shutter shall be 75 mm wide) (HSR 17.92) – Note (i) 30mm thick. (HSR 17.92 (i)

: - (ii) 35mm thick. (HSR 17.92 (ii)

48 : - Factory manufacture solid flush door and Shutters, with block board core as per I.S. No. 1659-1969 bonded with water poof type phenol formal dehyde synthetic resin, hot-pressed, conforming to I.S. 2202 part I and II, fixed in position including iron hinges, screws, chocks/cleats and stops etc. (excluding the cost of any fittings other than specified above, but including labour for fixing the same in position)- (HSR 17.93) a) commercial veneering with vertical grains or cross bands and face veneer on both sides commercial facing with laminated core and lipped edges:- (HSR 17.93 (a) iii) 35mm thick(HSR 17.93 (a) (iii)

49 : - Providing and fixing Aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z. sections and other sections of approved make conforming to IS;733 and IS;1285 fixed with raw plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom, and sides with required neoprene felt etc. aluminum sections shall be smooth, rust free straight mitered and jointed mechanically wherever required including cleat angle, aluminum snap beading for glazing/paneling C.P brass/stainless steel screws. All complete. Fixed portion (Anodized Aluminum transparent or dyed to required shade according shade according to IS;1868, minimum anodic coating of grade AC 15). (HSR 17.95+Note). Hindalco, Jindal make.

50 : - Providing and fixing 12 mm thick pre-laminated particle board flat pressed three layer or graded wood particle board conforming to IS;12823 grade I type II in paneling fixed in aluminum doors. Windows shutters and partition frames with c.p brass / stainless steel screws etc. complete (b) Pre-laminated particle board with decorative lamination on both sides. [HSR 17.97 (b)].

51 : - Providing and fixing glazing aluminium door, windows ventilator shutter and partitions etc. with PVC/neoprene gasket etc. complete (cost of aluminium snap beading shall be paid in basis items.) (b) with float glass panes of 5.00 mm thickness. [HSR 17.98 (b)].

52 : - Wrought iron and mild steel (using angles, flats square bars, tees and channels) ladders, grills, gratting frames, window guards, iron doors openable or fixed stair case or parapet or any other type of railing, gates and tree guards etc., including cost of screws and welding rods or bolts and nuts complete fixed in position. (HSR 18.12).

53 : - Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, t the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade no. 2 and arrangement for inside and out-side locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed):- (a) with 80 mm X 1.00 mm M.S. Laths (HSR 18.18) (a))

54 : - Supplying and fixing glass panes including special metal sash putty of approved make (b) glass panes 4 mm thick exceeding 40 sq.m areas. Modi, Saintgobain (HSR 18.30 (B)

55 : - Pressed steel sheet frames (Chowkhats) consisting of 2 mm thick steel sheet of the specified section including ironlugs (hold fasts) iron hinges, conforming to PWD specifications, including bolts for fixing stops, locknotch, provision for receiving tower bolts and finished with one coat of ready mixed paint red lead non-setting primer of approved quality fixed in position including the cost of cement concrete 1:3:6 for filling in the frame and cement concrete 1:3:6 for lugs complete. (HSR 18.34) (a) Door and window frame of size 89 mm x 50 mm with 40 mm wide single rebate (HSR 18.34) (a)

: - (c) door and window frame size 127 mm X 50 mm with 40 mm wide double rebate. (HSR 18.34 (c))

56 : - Steel reinforcement TMT bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. and placing in position complete in all respects for all heights /depths/storeys/basements etc. (HSR 18.22) NOTE:- Reinforcement shall be measured in length including hocks, 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 for binding and placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement.

57 : - Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in flooring laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure iniformity of joint duly filled with epoxy grout minimum depth of 3 mm of (reputed make such as pidilite (T-13 Rpff), Ferrous crete or equivalent) as approved by Engineer 0in-Charge. (Note): Tile shall be of premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ,ORIENT BELL & SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. Note :- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material. (HSR 14.89)

58 : - Providing and fixing vitrified tiles of size 600 x 600 mm of approved make in skirting / dados, pillars, wall facing, laid in any pattern as specified over base of 20 mm thick cement coarse sand mortar 1:3 and joint will be 4 mm wide instead of zero joint by using spacers to ensure uniformity of joint duly filled with epoxy grout minimum depth of 3 mm of reputed (make such as pidilite (T-13 Roff), Ferrous crete or equivalent) as approved by Engineer-in-charge. (Note): Tile shall be of premium quality (first quality) of reputed manufacturer like RAK, NITCO, KAJARIA, SOMANI, JOHNSONS, ,ORIENT BELL & SIMPOLO. (Double charged tiles shall be used as approved by Engineer in charge. (N.S). Note :- The Agency to whom the work is allotted will have to produce original bill/voucher for all quantity in token of proof of purchase of material.

59 : - Earth filling under floors with tibba sand non plastic under floors with good earth taken from outside of campus area with all lead and lift including loading, unloading, laid in 15 cm layer including ramming, watering, consolidating, compaction, and compensation of earth etc. complete in all respect as per the direction of engineer in charge (For any lead lift) (N.S Items)

60 : - Providing and laying 150 mm thick granular sub base consisting of filter layer confirming to Table 400.1 Grading - III of MoRT&H 5th edition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRT&H specifications. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.

61 : - Providing and laying 100mm thick Dry Lean Cement Concrete Sub –Base Construction of dry lean Cement Concrete M-10 sub base over a prepared sub grade with coarse and fine aggregate conforming to IS 383 the size if course aggregate not exceeding 25 mm aggregate cement ratio not to be exceed 15:1 aggregate gradation after blending to be as per table 600-1 of MoRT&H specification (5th edition) cement content not to be less than 150 kg/ cum optimum moisture content to be determined during trail length construction, concrete strength not to be less than as 10 MPA at 7 days mixed in the batching plant transported to site laid with a paver compacting with 5-10 tonne vibratory roller, finishing and curing as per clause 601 of MoRT&H specification (5th edition) 2013. Note: - If cement contents are required more than 150 Kg. per cum to achieve strengthening it will be incidental to work and nothing shall be payable on this account.

62 : - Providing and laying 150 mm cement concrete of un-reinforced, dowel jointed, plain cement concrete pavement M-40 over a prepared sub base with 43 grade cement @ minimum 440 Kg. per cum, coarse and fine aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and MoRT&H specification No.602. 5th edition 2013 (NS) Note: - Minimum cement contents shall be 440 Kg. per cum of concrete. If job mix formula required more it shall be incidental to work and nothing shall be payable on this account.

63 : - Constructing brick masonry inspection chamber sizes as given below upto 0.60 metre average depth in cement mortar 1:5 lime concrete with 40 percent limer mortar 2:3 in foundation cement concrete 1:2:4 benching 12 mm 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./C.C. topping 50 mm thick with 455 mm x 455 mm 610 mm inside light duty C.I. inspection chamber cover and frame weight as per I.S.I. specification painted with 3 coats of black bitumastic superior paint coplete as per standard design. (c) Size 600 mm x 900 mm inside (with 455 mm x 455 mm cover and frame light duty singel weighing 20 Kg with R.C.C. slab). [HSR 29.84]. (a) Size 450 mm x 450 mm

64 : - Providing and fixing in position best indian make (to the approval of the engineer-in-charge) indian type orissa ororya water closet SUIT for sinking into floor, with raised foot treads completewith 100 mm hci ‘p’ trap with or without vent as required and all other necessary fittings as fully Described in item no. 30.1 above(HSR 30.2) (a) Size 580 mm (ii) Single Colour

65 : - Providing and fixing in position best indian make (as approved by the Engineer-in-Charge) EUROPEAN TYPE WATER CLOSET SUIT, SYMPHONIC TYPE, consisting of:- (i) vitreous chinaware syphonic suite with 15 litres capacity matching chinaware cistern and all internal brass fittings complete with ‘P’ or ‘S’ trap with or without vent; (as approved by the Engineer-in-Charge) (ii) One piece seat and lid in hollow black or white plastic fitted with chromium plated hinges and rubber buffers (to the approval of the Engineer-in-Charge) Complete in all respects including cutting and making good the walls and floors. (HSR 30.5) (a) Single trap symphonic W.C. Suite (II) Single Colour

66 : - Providing and fixing in position best indian make a range of three urinals flat back or Angular lipped in vitreous china-ware with one no. 10 litres capacity best indian make c.i. Automatic flushing cistern with fittings and flush pipe etc. Complete as fully described in item no. 30.19 above:-465 mm high HSR 30.21 (ii) Single

67 : - Providing and fixing in position indian make (ordinary) lavatory suites consisting of:- (i) Lavatory in VITREOUS CHINAWARE size as given below (to the approval of the Engineer-in-Charge)Including china plug for tap hole where necessary; (ii) R.S. or C.I. BRACKETS for building into wall including painting; (iii) 32 mm C.P. BRASS WASTE WITH C.P. brass chain and rubber plug; (iv) 15 MM C.P. BRASS SCREW DOWN PILLAR TAP WITH jamnuts or couplings best design (as approved byThe Engineer-in-Charge); (v) ALL FITTINGS BEST INDIAN MAKE and to the approval of the Engineer-in-Charge;(vi) ALL brass work chromium plated and; COMPLETE in all respects INCLUDING cutting and MAKING GOOD THE WALLS, FLOORS AND PAINTING OF FITTINGS ETC.:(HSR 30.41) (b) (vi)

68 : - Providing and fixing in position 15 mm i/d C.P brass bib Cocks of best quality (as required by Engineer-in-charge). (HSR 30.75) a) Bib cock long body (HSR 30.75 (a)

: - c) Bib cock (HSR 30.75 (c)

69 : - Providing and fixing in position C.P brass stop cocks (as Approved by the Engineer-in-charge) (HSR 30.76) b) 20 MM STOP COCK (HSR 30.76) (b) (i) Stop cock male and female end (HSR 30.76) (b) (i)

70 : - Providing and fixing in position best Indian make flexible tube connection. (HSR 30.82) b) C.P Brass (HSR 30.82 (b) i) 15 mm x 300 mm (HSR 30.82 (b) (i)

71 : - Providing and Fixing HDPE WATER STORAGE TANKS of Sintex, Diplast, O.K. Supreme make with covers/lids marked with IS:12701 on roof top of buildings including cost of hoisting and placing in position, making connections with inlet and outlet pipes, providing overflow and scour provisions with suitable plug on scour pipe including cost of nipples, washers flages for connections in tanks complete in all respects to the satisfaction to the Engineer-in-Charge. (HSR 30.119). 1000 Ltrs. Capacity Water Tank

72 : - Supply and Fixing of Tensile Sheet Shed 650GSM sheet with M.S Iron Pipe Frame Pole 125mm Heavy Truss M.S Pipe 60mm Heavy, Membrane M.S Pipe 50mm Heavy, Complete With cost of Painting and Labour for Fixing Paint Complete in all Respects (NS)

73 : - Providing & Fixing G.I. pipe ¾’ complete in all respect. (N.S. Item)

GORAV SINGH JOHAR