SPECIAL REPAIR TO BUILDING NO P-267 AND P-325 AT SHARIFABAD MIL STN UNDER AGE (I) CIF (K).

Amount

B/R Works: Dismantling plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof covering, complete all as specified and directed by the Engineer-in-Charge

S&F 0.63 mm thick galvanised, corrougated mild steel sheeting with two corrougation side lap, fixed with coach screws/self tapping screwes and washers, in roofs, walls etc with grade of zinc coating 275 upto 8 mtr height,complete all as specified and directed by the Engineer-in-Charge

Dismantling floor hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of cement concrete un reinforced in ground floors and pavings not exceeding 15cm thickness (below or above ground level) including disposal of unserviceable materials,debris and rubbish to a distance not exceeding 100 metre, complete all as specified and as directed by the Engineer-in-Charge.

Non skid ceramic coloured tiles Ist quality 7 to 8mm thick, (square/ rectangular), area of each tile exceeding 0.06sqm, but not exceeding 0.11 sqm as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.

Glazed ceramic tiles, coloured, of size 450 mm x 300mm, thickness not less than 7mm as in vertical surfaces such as skirting/dado etc, set and jointed in neat cement slurry and pointed with white cement mixed with pigment to match the shade of tile, fixed over and including 10mm thick rendering (bedding layer) on brick/concrete surface in cement mortor 1:4, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.

Vetrified Ceramic tiles (Light Shade) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in floors etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including 15mm thick screed bed or bedding layer in cement mortar 1:6, complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.

Vetrified Ceramic tiles (Light Shade) 10 mm thick (square/ rectangular) polished, area of each tiles not exceeding 0.36 sqm, as in skirting etc. set and jointed in neat cement slurry and pointed in white or coloured, laid over and including 10mm thick rendering in CM 1:4 complete all as specified and as directed by the Engineer-in-Charge. Note: Colour and shade of tiles shall be approved by AGE(I) and contractor shall not have any claim whatsoever on this account.

Rounding/moulding to edges of Kota stone slabs, marble stone, granite stone slabs one edge, such as in steps, cooking platform, and other similar situations etc complete all as specified and directed by the Engineer-in-Charge.

S&F in replacement 32mm bore PPR Gate valves (brass insert) as per requirement of the site, complete all as specified and as directed by the Enginee-in- Charge.

S&F in replacement 32mm bore PPR Ball valves (brass insert) as per requirement of the site, complete all as specified and as directed by the Enginee-in- Charge.

S & F floor door stopper aluminume alloy body and tongue, anodised,with hard dran steel spring fixed in floor overall length of cover plate 140mm complete all as specified and as directed by the Enginee-in- Charge.

Dismantling timber scantling 40 Sq cm and over in section in any position, unframed work, complete all as specified and as directed by the Engineer-in-Charge.

2nd class soft wood (Kail) as in scantling, clean sawn timber, fixed in framed work, complete all as specified and as directed by the Engineer-in-Charge.

S& F 15 mm thick 2 nd class soft wood boarding as in wall panneling, plane one side and edges tounge and grooved or rebated, fixed with nails in any situation including french polishing on surface of any discription width or girth including cleaning and prepering the surface including a coat of wood filler on new work with two or more coat complete all as specified and directed by the Engineer-in-Charge.

S &F solar control film 25 micron reflective type sticked to glass panes as per instuctions of manufacturers complete all as specified and directed by the Engineer-in-Charge.

Taking down chowkat or frames with shutters (without taking off shutters from the frames) area n.exc 1.5 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost) , complete all as specified and directed by the Engineer-in-Charge.

Taking down chowkat or frames with shutters (without taking off shutters from the frames) exc. 1.5 Sqm but n.exc 4 Sqm each including cutting holes for taking out hold fasts, dismantling brick work (holes cut and any other damages to jambs, walls for taking out hold fast shall be finished identical to existing finish without any extra cost), complete all as specified and as directed by the Engineer-in-Charge.

Plain, solid straight chowkats,and frames, made of 2nd class soft wood (Kail), wrought framed rebated on the solid, rounded or chamfered put together with glue, pinned at joints supplied and fixed , complete all as specified and as directed by the Engineer-in-Charge.

Plain framed , panelled shutters (any numbers of panels), 35mm thick, made of 2nd class soft wood (kail), with panels of timber flat on both sides (feather edged), or of veneered particle board medium density, wood particle board with commercial face veneers; supplied & fitted to chowkats, complete all as specified and as directed by the Engineer-in-Charge.

Glazed and skeleton shutters, 35mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.20(b) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.

Glazed and skeleton shutters window/ventilator, 25mm thick, made of 2nd class soft wood (kail) open rebated and prepared to receive glass, gauze, etc, (with sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass,etc, sizes of members of shutters as specified in SSR Part -I. section 8, clause 8.20(b) for doors etc are provided with stiles and rails, complete all as specified and as directed by the Engineer-in-Charge.

Sheet glass 3mm thick ordinary quality and glazing with oil putty/pins/spring pins or wooden beads in squares not exc. 0.5 Sqm in each pane, complete all as specified as directed by the Engineer-in-Charge.

Mild steel galvanised wire cloth 0.56mm nominal dia of wire and average width of aperture 1.18mm fixed with tinned tacks, wire staples or beading etc., complete all as specified as directed by the Engineer-in-Charge.

Butt hinges, medium weight, cold rolled, mild steel 100 mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.

Butt hinges, medium weight, cold rolled, mild steel 75mm long (ISI marked) ,complete all as specified and as directed by the Engineer-in-Charge.

300mm ordinary rat tail rod pattern door spring including roller and roller plate of mild steel, complete all as specified as directed by the Engineer-in-Charge.

Aluminium anodised, barrel tower bolt of extruded section and fixed, 100mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.

Aluminium anodised, barrel tower bolt of extruded section and fixed, 150 mm long (ISI marked), complete all as specified as directed by the Engineer-in-Charge.

Aluminium handle, cast type, anodised, 150 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.

Aluminium handle, cast type, anodised, 100 mm long (ISI marked), complete all as specified and directed by the Engineer-in-Charge.

Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) with and fixing clips of sheet, cast or excluded sections and fixing bolts and sliding bolts of excluded sections or cast aluminum alloy and fixed, 250 mm long, complete all as specified and directed by the Engineer-in-Charge..

M & L for PCC Type B0-1:2:4 using 12.5 mm graded aggregate as in pressed steel frame, hold fasts and similars articles complete all as specified and directed by the Engineer-in-Charge.

S & F in repair replacement cast iron body door closer hydraulically regulated, designation No 3 universal type suitable for door shutter of 851 to 1000 mm in width and of weight between 67 to 80 kg complete all as specified and directed by the Engineer-in-Charge.

Framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; framework of water tanks and similar work conforming to Fe.290.Gde-E-165, complete all as specified and as directed by the Engineer-in-Charge.

Demolition of brickwork or stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles, complete all as specified and directed by Engineer-in-Charge.

Brick work with sub class `B' bricks straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:6, complete all as specified and directed by the Engineer-in-Charge

Taking down plastering in cement lime or cement mortor on brick or stone work etc. including racking out joints, hacking for key, scrubbing down with water etc., complete all as specified and directed by the Engineer-in-Charge.

Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:6, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.

Rendering 15mm thick on other than fair faces of brick work or concrete surfaces in cement mortar 1:4, surface finished even and smooth without using extra cement, complete all as specified and directed by the Engineer-in-Charge.

Preparation of new plastered / unplastered surfaces of walls and applying two coats of distemper oil emulsion over a coat of primer, complete all as specified and as directed by the Engineer-in-Charge.

Preparation of newly plastered surfaces of walls and applying two coats of cement base paint over a coat of alkali-resistance primer, complete all as specified and as directed by the Engineer-in-Charge.

PVC valveless, syphonic action type flushing cistern, 10 litres capacity, plunger type, low level, white with inlet, ball valve, float and handle, 32 mm dia PVC long bend flush pipe 90cm long, fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.

Taking up or down steel tubing and connections, 15 mm bore, including cleaning for refixing, complete all as specified and as directed by Engineer-in-Charge.

M&L for 25 mm bore, 3- layer PPR (Polypropylene random copolymer) concealed pipes SDR 7.4 (PN16) UV stabilized and antimicrobial fusion welded having therrnal slability for hot & cold water supply all PPR plain & brass threaded polypropylene random fittings, laid in trenches or in floors or in ceiling and fixed to walls, complete all as specified and as directed by the Enginee-in- Charge.

Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels etc,; and cutting chases for concealed water tubing or concealed conduit wiring etc., and making good, cutting not exc. 10cm girth in brick/stone walls, complete all as specified and directed by the Engineer-in-Charge.

Stop valves/angle valve 15mm bore, cast copper alloy, fancy type, chromium plated, screwed down, high pressure, with crutch or butterfly handle, screwed both ends for iron pipe or for unions and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.

Bib taps, 15mm bore, cast copper alloy, chromium plated, fancy type with crutch or butter fly handle, screwed down, screwed for iron pipe, or brass ferrule and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.

Brass CP wall/basin mixer,15mm bore, for mixing hot and cold water screwed down for iron pipe and fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.

PVC connection 15mm size with PTMT nuts of length 450mm, fixed in repairs, complete all as specified and as directed by the Engineer-in-Charge.

Dismentaling and breaking up of drain pipes 100/75mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and asdirected by the Engineer-in-Charge.

Demolition and breaking up of drain pipes 200mm bore (Salt glazed ware/AC pipe/reinforced concrete pipe/PVC pipe ) set in cement mortar including concrete bed & haunching (if required) and removing away complete from site, complete all as specified and asdirected by the Engineer-in-Charge.

M&L for 200mm bore SGSW drain pipe (Grade-A) laid in trenches and jointed in CM 1:1 and tested, complete all as specified and asdirected by the Engineer-in-Charge.

M&L for conctete bed for 200mm in PCC 1:3:6 type C-2 (using 40mm graded stone aggregate) to drain pipes including packing under , haunching against the sides of pipes after they are laid and tested, complete all as specified and asdirected by the Engineer-in-Charge.

Cutting into existing manholes for connecting new drains making good to open and rendering, cutting out existing benching for and forming branch channel 1/2 round or 3/4 section in CM 1:2:4 type B-1, smooth finish and reforming benching, complete all as specified and asdirected by the Engineer-in-Charge.

PVC (SWR) pipes, 110mm dia, single socketed, in any length with rubber ring joints,fixed in trenches, complete all as specified and as directed by the Engineer-in-Charge.

PVC (SWR) pipes, 75mm dia, single socketed, in any length with rubber ring joints, fixed to wall,complete all as specified and as directed by the Engineer-in-Charge.

PVC (SWR)bends (any radious), 110mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.

PVC (SWR)bends (any radious), 75mm bore, diminishing pieces or tapers, complete all as specified and as directed by the Engineer-in-Charge.

PVC (SWR) multi floor trap with grating suitable for 75mm dia grating including jointing with solvent cement, complete all as specified and asdirected by Engineer-in-Charge.

Dismantaling boarding/false ceiling of any description fixed in any postion with nails, complete all as specified and as directed by the Engineer-in-Charge. .

GI frame work size of grid 605 x 605 mm for seamless ceiling comprising of GI perimeter channel 0.55mm thick with two unequal flanges of 20 and 30mm and web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450mm centre to centre/intermediate channel 0.9mm thick having two equal flanges of 15mm each and web of 45mm suspended from sofit at approx 900 mm centre to centre with GI cleat and steel expansion fasterner with and including ceiling section (not exc 1.2m length) of 0.55mm thickness having kurled web of 50mm and flange of 26mm each with lips of 10.5mm fixed to the intermediate channel with connecting clips acress the intermediate channel at 457mm centre to cnetre including hangers 6mm dia.GI (upto 1200mm length) adjusting level fixed tp roof slabs by means of ceiling cleats made out of GI flat 40 x 3mm size 60mm ling and expansion hold fasterner 12.5mm dia 40mm long including 8mm thick non asbestos fibre cement building boards fiuxed or laid/inserted to timber/GI frame work complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete in beam/slab and similar suspended work complete all as specified and as directed by the Engineer-in-Charge.

M&L for providing reinforced cement concrete nominal mix type B1 1:2:4 ( using 20 mm graded stone aggregates) as slabs supported on walls, beams and columns in floors,roofs,landings,balconies,canopies,deck slabs and in shelves and the like etc complete all as specified and as directed by the Engineer-in-Charge.

Form work for rough finished surface to sofits of suspended slabs such as roof slabs, floor slabs, landing and similae work n.exc 200mm thock (horizontal or sloping) complete all as specified and as directed by the Engineer-in-Charge.

TMT steel bars 8mm dia and over in reinforcement, cut to length, bent to shape required including cranking, bending spirally or hooping for columns, hooking ends and binding with and including Mild Steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and as directed by the Engineer-in-Charge.

Providing precast reinforced cement concrete 1:2:4 type B-I, using 20mm graded crushed stone aggregate, as in landings, cover slabs (for manholes etc.) chullah hoods, chajjas, water troughs, mangers, shelves and similar articles with plain faces set in cement mortar 1:4 including necessary formwork, complete all as specified and as directed by the Engineer-in-Charge. Note:- Reinforcement shall me measured and paid for separately.

20 mm thick, Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms/vertical wall clading etc and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including 10mm thick rendering (bedding layer/backing coat) on brick/concrete surface in cement mortor 1:4 etc., complete all as specified and directed by Engineer-in-Charge.

Sink without drainage board made of stainless steel 1mm thick for kitchen or laboratory with plugs, washers and wastes; including bedding in cement mortar to dwarf wall or including fixing cantilever cast iron bracket, connecting union etc. and overall size 495 x 420mm with bowl size 410 x 330 x 160mm including 40 mm dia. Waste coupling of PTMT (half or full threaded) .(Minimum weight 32mm- 45gms/40mm-60 gms)., fixed in repairs, complete all as specified and asdirected by the Engineer-in-Charge.

Dismantling of water tanks of capacity exceeding 250 litres but not exceeding 500 litres, complete all as specified and directed by the Engineer-in-Charge.

Rotational moulded polyethylene water storage tanks of capacity 500 litres three layered (Cylindrical vertical with closed top) hoisted and fixed in position including wash out with plug/over flow pipe and anti mosquito rose coupling at one end all as specified in SSR Part-I, including 20mm dia ball brass valves, high pressure, with polythene float and flynut, complete all as specified and directed by the Engineer-in-Charge.

Preparation of old decorated plastered or unplastered surfaces of wall including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of oil bound distemper over a coat of chalk whiting, complete all as specified and as directed by Engineer -in -Charge.

Preparation of old decorated plastered or unplastered wall surfaces including cleaning by brooming down or with steel wire brushing, scrapping down smoke soot, moulds, moss and efflorescent salts and treating oil and greasy spots etc. and applying two coats of cement base paint over a coat of alkali-resistance primer paint, complete all as specified and as directed by Engineer -in -Charge.

Preparation of new or previously untreated wood or wood based surfaces of any description over 10cm width or girth and applying two coats of synthetic enamel paint over one coat of pink primer, complete all as specified as directed by the Engineer-in-Charge.

M&L for PCC 1:2:4 type B-1 (using 20 mm graded aggregate) as in channel, benching of manhole ,drain,laid to shape and slope and surtface finish even and smooth using extra cement,complete including all form work etc, complete all as specified as directed by the Engineer-in-Charge.

Preparation of newly untreated steel or iron surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide or zinc chromate,complete all as specified and as directed

Plain cement concrete 1:4:8, type D-2, using 40mm graded crushed stone aggregate, as in foundation filling and mass concrete in suken portion of slabs, complete all as specified and asdirected by the Engineer-in-Charge.

Plain cement concrete 1:2:4, type B-1 using 20mm graded crushed stone aggregate as in lintels upto 1.50 metres clear span, steps, seismic and other similar bands, coping, bed plates for serving hold fasts, filling in mild steel frames etc. and the like including weathering slighting rounded or chamfered angles and throating, and use of form work (straight or curved), complete all as specified and as directed by the Engineer-in-Charge.

M&L 100MM Plain cement concrete 1:2:4, type B-2 (using 40mm graded crushed stone aggregate) as in flooring, hardstanding, finishing the surface even and smooth using extra cement complete all as specified and as directed by the Engineer-in-Charge.

S&F 10 mm thick toughned glass as in hinged door, partition automatic doors and similar work including cutting shape, drilling holes, grinding/polishing and rounding off edges of glass, including door handle,hinges and other fixing arrangement etc, complete all as specified and as directed by the Engineer-in-Charge.

S&F grating doom 125mm dia with waste hole PTMT (min wt 40 grm), complete all as specified and as directed by the Engineer-in-Charge.

Excavating in trenches, not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, for laying of cable and foundation of poles, stays etc. n exc 10 sq m on plan and not exceeding 1.5 m in depth and getting out in hard/dense soil, complete all as specified and as directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm thick each layer in any type of soil complete all as specified and as directed by Engineer-in-Charge.

Removing excavated material not exceeding 50metre and depositing where directed at a level not exceeding 1.5metre above the starting point, complete all as specified and as directed by Engineer-in-Charge.

Note :- An amount of Rs. 12,095.00 on account of credit schdule for Sch 'A' Part-II Shall be deducted from the total amount of BOQ to arrive at the contract sum.

M/S FAYAZ AHMAD BHAT

M/S SHIMAR STAR GLACIER

JK BUILDERS AND ENGINEERS

M/S A Q ENTERPRISES

M/S CLASSIC JK SUPPLIERS

M/S A.M. ENTERPRISES

YATTOO ENTERPRISES

M/S RATHER STEEL WORKS