REPAIRS TO LEAKAGE AND SEEPAGE INCLUDING SUNKEN PORTION OF BLDGS UNDER ZONE A,B AND D AT LGJ MIL STN

Amount

Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing rubbish off the premises all as directed.

Dismantling Stone slabs, and tiles of any description or thickness in floors, aprons etc, laid, bedded and pointed in any mortar complete all as specified and as directed.

M&L Vitrified ceramic tiles coloured (Light shade) 8-10 mm thick (600x600mm) polished in floors etc,set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 15mm thick screed bed in cement morar (1:6) complete all as specified and directed by Engineer-in-charge.

M&L Vitrified ceramic tiles coloured (Light shade) 8-10 mm thick (600x600mm) polished on vertical surfaces as in dado,skirting and similar surfaces etc,set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including 10mm thick rendering in cement morar (1:4) complete all as specified and directed by Engineer-in-charge.

M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.18 Sqm but not exc 0.38 Sqm in floor over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified and directed by Engineer-in-Charge.

M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.18 Sqm but not exc 0.38 Sqmon vertical surface as in skiting/dado over and including 10 mm thick rendering in cement mortar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match complete all as specified and directed by Engineer-in-Charge.

M&L for joint free non skid ceramic coloured tiles 7 to 8 mm thick (square/ rectengular) area of each tile exc 0.11 Sqm but not exc 0.18 Sqm in floor over and including 15 mm thick screed bedding in cement mortar 1:6, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified and directed by Engineer-in-Charge.

M&L for glazed ceramic coloured tiles of size 450 x 300 x 7 mm thick on vertical surfaces such as skirting / dados over and including 10 mm thick backing coat in cement mortar 1:4, set and jointed in neat cement slurry and pointed in coloured cement to match the floor complete all as specified and directed by Engineer-in-Charge.

M&L for 20 mm thick Granite (of any type) work (table rubbed and polished) in steps, jambs, pillars, window cills, cooking platforms 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 and including 15 mm thick screed bed in CM 1: 6 complete all as specified and directed by Engineer-in-Charge.

Rounding off edges of stone slabs one edge, such as in steps, cooking platform, and other similar situations complete all as specified and directed by Engineer-in-Charge.

M&L for machine cut kota stone slab flooring 20-25 mm thick over cement screed base laid over cement screed base laid over and including 15 mm thick screed bed in cement mortar 1:6, set and jointed with grey cement slurry mixed with pigment to match shade of the slab including rubbing and plishing complete all as specified and directed by Engineer-in-Charge.

M&L for machine cut kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillar laid over and including 10 mm thick backing coat in cement mortar 1:4 set and jointed in neat cement slurry mixed with pigment to match shade of the slab including rubbing and plishing complete all as specified and directed by Engineer-in-Charge.

Material and labour Providing for applying two coats of two component (1 part Liquid: 2 part Powder) ready to use cementitious waterproof coating on properly prepared surface by brush having elongation of >50% for the applying water proofing treatment as per following andcomplete all as specified and directed by Engineer-in-Charge. (i) Applying 1st coat of two components modified polymer coating on horizontal and verticle surfaces. (ii) Provn of glasses fiber mess of 2x2mm immediately on alone coating. (iii) Applying 2nd coat of two components modified polymer coating after 72hrs on horizontal and verticle surfaces. (iv) Material and labour for creating fillet coving 50x50mm with polymer modified mortar on the junction of slab and wall as per manufacture instructions,

M&L for PCC (1:5:10) type E-2 using 40mm graded stone aggregate as filling of sunken floors/bottom and side of drain complete all as specified & directed by Engr-in-charge.

M&L for 75 mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate as in sub of base floor, paving all as specified and directed.

Demolition of cement concrete (unreinforced) in ground floor and paving n.exc 15cm in thickness (below or above ground level) rubbish off from premises complete all as specified and directed by Engineer-in-Charge.

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

Taking down cement plaster on brick / stone walls including raking out joints, hacking for key, scrubbing down with water and rubbish off from premises complete all as specified and directed by Engineer-in-Charge.

M&L for rendering, 15 mm thick on brick work or concrete surfaces in cement mortar 1:6 on wall finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for rendering, 15 mm thick on brick work or concrete surfaces in cement mortar 1:4 on wall finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for rendering, 10 mm thick on brick work or concrete surfaces in cement mortar 1:4 on ceiling finished even and smooth without using extra cement complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of acrylic distemper on newly plastered surfaces of walls over and including one coat of primer and 3mm thick wall care putty including preparation of surfaces complete all as specified and directed.

M&L for complete removal of existing treatment and applying two coats of acrylic distemper over 3 mm thick wall care putty on plastered surfaces of walls including preparation of surfaces all as directed.

M&L for 3 coats of white wash on newly plastered surfaces incl preparation etc. complete on ceiling complete all as specified and directed by Engineer-in-Charge.

M&L for two coats of cement base paint on newly plastered surfaces incl preparation etc. complete on wall complete all as specified and directed by Engineer-in-Charge.

M & L for Complete removal of existing treatment mechanically using electric grinder etc and applying two coats cement base paint including preparation of surface complete all as specified and directed by Engr-in-Charge.

Dismantling of water tanks of capacity exc 250 Ltr and n.exc 500 ltrs and removing from site complete all as specified and directed by Engineer-in-Charge.

S&F for Rotational moulded polythene water storage tank 500 ltr capacity vertical with closed top hoisted and fixed in position all as specified in SSR part-I including 20 mm bore PTMT float valve, connection nipple 2 Nos complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhats or frames n.exc 1.5 sq. m each with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge

Taking down chowkhats or frames exc 1.5 sq. m but n.exc 4.0 sq. m each with shutters (without taking off shutters from the frame) complete all as specified and directed by Engineer-in-Charge

Taking down existing shutter and refixing in same opening shutters of any description exc 1.0 Sqm but not exc 2.0 Sqm each complete all as specified and directed by Engineer-in-Charge. (Note:- 'Refixing' includes taking down, easing and adjusting and also refixing builders hardware as required including renewal of unserviceable screws, etc.)

M & L for rolled mild steel in framed work as in doors or gates of angle or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting of other covering, doors etc to be prepared for hanging or sliding with and including either hooks and hinges or steel handing door fitttings (exclusive or steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing confirming to Fe-410 W (Gde-E-250) complete all as specified and directed by Engr-in-charge.

S&F for 35 mm thick 2nd class hard wood factory made plain framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003 (Part I), kiln seasoned and chemically pressure treated complete all as specified and directed by Engineer-in-Charge.

S&F for 35 mm thick 2nd class hard wood glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded. fitted with cut and mitred beads for securing glass, etc.; sizes of me-mbers of shutters as specified in SSR Part I, Section 8, clause 8.24 (a) complete all as specified and directed by Engineer-in-Charge.

Supply and fixing of Fibre glass Reinforced plastic (FRP) door frame of required built in colour in three legged of cross-section 90mm x 45mm having single ribate of 32mm x 15mm to recieve shutter of 30mm thick including laminated door frame moulded with fire retardant grade unsaturated polyster resin and chopped strand mat(CSM) also door frame laminated shall be 2mm thick and shall be filled with suitable wooden block of 2nd class hard wood in all three legs frame shall be covered with fibreglass from all sides MS stay flat iron 25mm x 3mm shall be provided at the bottom to steady the frame complete all as specified and directed by Engineer-in- charge.

Supply and fixing of 30 mm thick glass fibre reinforced plastic (FRP) paneled doorshutter conferming to IS:14856-2000 of required colour and made with fire retardant grade unsaturated polyster resin,moulded to 3mm thick FRP laminated for forming hollow rails and style with suitable second class hardwood timber block inside at required places for fixing of fittings,cast molithically with 5mm thick FRP laminated for panels including fixing to frames,complete all as specified and directed by Engineer-in- charge.

Supply and fixing 100mm long butt hinges stainless steel medium weight complete all as specified & directed by Engineer-in-charge.

S&F for 200 mm long aluminium anodised barrel tower bolt, of extruded sections complete all as specified and directed by Engineer-in-Charge.

S&F for 150 mm long extruded aluminium alloy handle, fabricated type anodised complete all as specified and directed by Engineer-in-Charge.

S&F for 100 mm long butt hinge, medium weight, cold rolled mild steel complete all as specified and directed by Engineer-in-Charge.

S&F in repair towel rails 20mm dia 600mm long brass chromium plated complete all as specified and directed by Engineer-in-Charge.

S&F in repair chromium plated fancy type soap dish complete all as specified and directed by Engineer-in-Charge

S&F in repair vitreous china squatting pan Orissa pattern size 580 x 440 mm white with integral foot rests but including CI 'P' trap set in and including concrete fixed complete all as specified and directed by Engineer-in-Charge.

Supply and fixing PVC valve less, syphonic action type flushing cistern,10 ltrs capacity low level, white, with inlet , ball valve, float, handle including brackets complete all as specified and directed by Engr-in-charge.

S&F in repair vitreous china wash hand basin white Flat back of size 550x400mm, including 32mm dia chromium plated waste coupling long screwed shank and fly nut, flanged end bedded in red led cement and other end fixed and PVC waste pipe including cutting for and pinning in ends of brackets in CM 1:3 all as specified .

S&F in repair pillar tap, fancy type, cast copper alloy chromium plated with capston head, screwed down high pressure with or without lettered with long screwed shank and fly nuts, screwed for iron pipe of 15 mm bore complete all as specified and directed.

S&F in repair bib tap 15mm bore cast copper alloy chromium plated long body fancy type with capston head and cup screwed down, , screwed for iron pipe or for brass ferrule complete all as specified and directed by Engineer-in-Charge.

S&F in repair CP brass stop/angle valve (Concealed type) fancy type 15 mm bore cast copper alloy screwed down high pressure fancy type with long shank and cup fixed complete all as specified and directed by Engineer-in-Charge.

S&F in repair CP brass stop valve fancy type 15 mm bore cast copper alloy screwed down high pressure fancy type fixed complete all as specified and directed by Engineer-in-Charge.

S&F in repair, shower rose, 125 mm size, brass chromium plated with sweivel joint complete all as specified and directed by Engineer-in-Charge.

S&F in repair PVC connections 15 mm size with PTMT nuts of length 450 mm complete all as specified and directed by Engineer-in-Charge.

Dismantling of water tanks of capacity exc 500 and n.exc 1000 ltrs and removing from site all as specified and directed.

S&F for Rotational moulded polythene water storage tank 1000 ltr capacity vertical with closed top hoisted and fixed in position all as specified in SSR part-I including 20 mm bore PTMT float valve, connection nipple 2 Nos complete all as specified and directed..

S&F in repair gun metal globe or gate valve with iron wheel head, screwed both ends for iron pipe and fixed of 20mm bore fixed in repair all as specified.

S & F in repairs 20 mm PTMT float valves high pressure with epoxy coated Aluminium rod & highdensity plastic ball screwed for iron pipe and fixed complete all as specified and directed by Engineer-in-Charge. (Minimum weight 2 0 m m - 2 1 0 g m s .

Taking down 15 mm dia steel GI tubing including all connected fittings of any dia and in any position including cleaning for re fixing the serviceable pipe complete all as specified and directed by Engineer-in-Charge.

,---ditto--- all as per srl item No 57 above but 20mm dia pipe complete all as specified and directed by Engineer-in-Charge.

S&F 15 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified and directed by Engineer-in-Charge.

Fixing only 15 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified and directed by Engineer-in-Charge.

S&F 20 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified and directed by Engineer-in-Charge.

Fixing only 20 mm dia galvanised steel tubing medium grade including necessary fittings like sockets, tees, elbows, reducers, unions etc fixed to walls / ceiling complete all as specified and directed by Engineer-in-Charge.

Taking down eaves gutters and rainwater pipes (any size or pattern) including all fittings, heads, shoes, bends, swan-necks etc.,complete all as specified and directed by Engineer-in-Charge. (measured overalll as fixed along the cente line over fittings and accessories)

S&F 110 mm dia PVC SWR pipe, single socketed in any length with rubber ring joints fixed with clamps to walls complete all as specified and directed by Engineer-in-Charge.

Dismantling of cast iron pipes, jointed in cement mortar and taking out of trenches/wall if required 100mm dia complete all as specified and directed by engineer-in-Charge.

Dismantling of cast iron pipes 75mm dia, jointed in cement mortar and taking out of trenches/wall if required complete all as specified and directed by engineer-in-Charge.

S & F 100 bore of spun cast iron soil, waste and vent pipes in any length with or without ears, with cement joint and laid in trenches or in floors cast iron complete all as specified and directed by Engineer-in-Charge.

S & F 100 bore of spun cast iron soil, waste and vent pipes in any length with or without ears, with cement joint and fixed to wall complete all as specified and directed by Engineer-in-Charge.

S & F 75mm bore of spun cast iron soil, waste and vent pipes in any length with or without ears, with cement joint and laid in trenches or in floors cast iron complete all as specified and directed by Engineer-in-Charge.

S & F cast iron 100 mm bore Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.

S & F cast iron 75 mm bore Bends (any radius), diminishing pieces or tapers (larger bore measured) complete all as specified and directed by Engineer-in-Charge.

S & F cast iron 100 mm bore branch pieces, single (equal or unequal),ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and directed by Engineer-in-Charge.

S & F cast iron 75 mm bore branch pieces, single (equal or unequal), ordinary or inverted (spigot or socket type) or with parallel branches complete all as specified and directed by Engineer-in-Charge.

S & F cast iron 100 mm bore cowl complete all as specified and directed by Engineer-in-Charge.

S & F Stack clamps for 100/75 mm bore of pipe, out of 50 mm by 5 mm flat iron and 16mm dia round iron stays, including bolts and nuts and securing ends of stays to wall or roof complete all as specified and directed by Engineer-in-Charge.

M & L in repairs 75 mm cast iron floor trap, with grating including jointing to waste pipe fixed in cement concrete type B-1, (1:2:4) complete all as specified and directed by Engineer-in-Charge.

S&F in repairs 32 mm dia low density polyethylene pipes (LDPE) of pressure rating 6 kgf/cm2 fixed complete to walls, ceilings or in floors complete all as specified and directed by Engineer-in-Charge.

M&L for brick work with fly ash bricks, old size bricks, straight or curved on plan exc 6m mean radius, built in CM 1:6 complete all as specified and directed by Engineer-in-Charge.

Dismantling of Brick tiles or terracing tiles, single layer on roofs complete all as specified and directed by engineer-in-Charge.

Demolition mud in roofs, any thickness, including plastering, leeping and including rubbish off form permises complete all as specified and directed by Engineer-in-Charge.

M & L for 50 mm thick cement concrete 1:2:4 type B-0, using 12.5mm graded stone aggregate as in roof Padding etc and slope 1:40 complete all as specified and directed by Engineer-in-Charge.

M&L for Roof treatment to RCC roof as follows:- (a) Cleaning the roof surfaces thoroughly using wire brusehes to remove sharp projections, cleaning joints, washing, drying and removing all dirt/dust to receive concrete padding/plaster etc. (b) Providing 15 mm thick screed bed or bedding layer of cement mortar (1:4) with WPC, finished even and smooth without using extra cement. (c) Providing one coat of approved bituminous primer @100 gms per sqm, over dried plastered surface. (d) Laying 3 mm thick APP membrane,(mineral finish) reinforced with non woven polyster fabric, by torch application. The overlapping while torching shall be 75 mm on longitudinal direction and 100 mm on the transverse direction complete all as specified and directed by E-in-Charge.Make : STP Dr Fixit/Pidilite, Texsa India Ltd/Tikitar Dansona/Bengal Bitumen Notes : (i) All joints and change in directions should be covered wih cement mortar (1:3) mixed with SBR latex @ 200 ml/bag of cement/as per site reqmt and cured well before laying membrane by torching.(ii) All angles and abuttments should be sealed well with extra care to ensure full bondage. (iii) Water proofing treatment shall be got carried out by approved authorised applicator of manufacturer only. The name of firm shall be got approved from GE before carrying out the wk. (iv) The independent testing of membrane for technical parameters given in particular specifications shall be carried out from Govt approved labs having fascilities for testing of membrane. (v) The guarnatee of treatment shall be for min 10 yrs reckoned from date of completion of whole wk.

M&L 40mm thick brick tiles laid flat on cement concrete & joints grouted flush in cement mortar (1:3) bedded over 15mm thick cement morter (1:6)mixed with 5% of crude oil by weight of cement on complete all as specified and directed by Engr-in-Charge.

,---ditto--- all as per srl item No 83 above but except tiles complete all as specified and directed by Engr-in-Charge.

M&L PCC 1:2:4 type B-1, using 20mm graded stone aggregate as in roof kerbs or mud stops, and like rounded or chamfered on edges including necessary form work etc complete all as specified and directed by Engr-in-Charge.

Demolition of Concrete of any description and in any position not otherwise specifically provided and including rubbish off from premises complete all as specified and directed by Engr-in-Charge.

M&L for 75 mm thick PCC 1:3:6 type C-2 using 40 mm graded mechanically crushed stone aggregate as in plinth protection finished even and smooth without using extra cement with & including 10 mm wide, 30 mm deep joints at the rate of 3.00 mtr centre to centre and at every turning & filling the joints with bitumen & sand mixture complete all as specified and directed by Engr-in-Charge.

M&L for continous brick edging; with burnt bricks old size bricks, with width equal to the width of the brick; liad dry on end vertically complete all as specified and directed by Engr-in-Charge.

S & F stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by Engr-in-Charge.

S & F in repairs stainless steel wire cloth. 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples complete all as specified and directed by Engr-in-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from wooden/steel frames or stone, concrete or brick surrounds, glazed with putty or fixed with beads, including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and directed by Engr-in-Charge.

S&F for powder coated anodised aluminium window and ventilator shutters, side hung type without sash, aluminium sections weighing exc 0.55 Kg/m (1.50 to1.80mm th) including necessary joining cleats, glazing clips, rubber packing, anodised aluminium snap beading, screws, anodised aluminium fittings such as peg stays 150 mm long (01 No) hinges type B-21 100 mm long (2 Nos) suitalbe handle (01 No) in each window shutter and necessay accessary as required complete all as specified and directed by Engineer-in-charge (Note: Glass will measured and paid separately). Make of Al Section : Jindal / Hindalco / NALCO

S & F 3 mm thick plain ordinary glass secured with oil putty in squares n exc 0.5 sq. m in each pane complete all as specified and directed by Engr-in-Charge.

Disconnecting existing tanks capacity exc 250 and n exc 500 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed by Engr-in-Charge.

Disconnecting existing tanks capacity exc 500 and n exc 1000 ltr, setting aside (or lowering if required) for repairs, cleaning, etc. and hoisting if required reconnecting and re-fixing in position complete all as specified and directed by Engr-in-Charge.

S & F in repairs connection Nipple 20 mm bore PTMT suitable for HDPE water tank complete all as specified and directed by Engr-in-Charge. (Minimum weight 15 mm-38gms/20mm- 45gms /25mm- 65gms)

S&F in repairs stainless steel curtain rods, standrad quality, not less than 28mm dia with heads , etc. complete all as specified and directed by Engr-in-Charge.

S&F in repair kitchen sinks made of stainless steel 1mm thick with plugs, washers and wastes; including bedding in cement mortar on to dwarf wall or including fixing cantilever brackets and connecting union to waste pipe, overall size 495mm x 420mm bowl size 410mm x 330mm x 160mm complete all as specified and directed by Engineer-in-Charge.

S&F 4.0mm sheet glass pin head and glazing secured with aluminium beading and neoprine gasket secwred in square exc 0.5 sqm in each pane complete all as specified and directed by Engr-in-charge. (Aluminium beading & neoprine gasket not including in this item)

M&L for preparation of new wooden surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over one coat of pink primer all as specified.

M&L for preparation of new steel surface of any description not otherwise described over 10 cm width or girth and apply two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and directed by Engr-in-charge.

Note:- The contract sum shall be calculated by deducting the amount shown in Credit Schedule attached to this tender, from total amount of Schedule 'A'/BOQ

ram rattan dass aggarwal

M/s Tarun Traders

PAREEK AND COMPANY

Engineers CXonstruction Company

M/S Shree Ram Enterprises

M/s Vikas Kumar Doda Contractor