GE/U(N)-63/2019-20 SPECIAL REPAIR TO BLDG NO P-13 AT R CENTRE UP CONVEY AND SPECIAL REPAIR TO NP-08 NP-36 AND T-61 OF TRANSIT CAMP UNDER AGE BR I OF GE NORTH UDHAMPUR

Amount

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

Demolition of cement concrete (un reinforced) in ground floor and paving n/exe 15 cm thickness (below or above ground level), complete all as specified and directed by Engineer-in-Charge.

Demolition of reinforced cement concrete in roofs, floors, slabs, beams staircase, landings, chajjas & similar suspended work, complete all as specified and directed by the Engr-in-charge.

Dismantling floor, heart 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 directed by Engineer-in-Charge.

Dismantling of Asbestos cement (corrugated, semicorrugated, etc.) sheets in roof coverings complete all as specified and directed by Engineer-in-Charge.

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

Dismantling framed trusses n exc 10 Mtr, complete all as specified and directed by Engineer-in-Charge.

Dismantling Wall paneling and ceiling boards (fibre, pulp, insulation, etc.) or insulation boards/ slabs/ blankets, any thickness, including cover fillets, complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass (any thickness, size, quality or description) from metal frames including punching or drilling out old glazing pins/spring clips and providing and fixing new ones complete all as specified and as directed by Engineer-in-Charge.

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

Taking down Chowkats or frames with shutters (without taking off shutters from the frame) not exc 1.5 sqm each and removing from site complete all as specified and directed by Engineer-in-Charge.

Taking down Chowkats or frames with shutters (without taking off shutters from the frame) exc 1.5sqm but not exc 4 sqm each and removing from site complete all as specified and directed by Engineer-in-Charge.

Taking down shutter of any description exc. 1 sqm but n.exc 2 sqm each and removing from site complete all as specified and directed by Engineer -in-charge.

Taking up or down steel tubing and connection, including cleaning for re-fixing or removal to store of size of pipe 15 mm bore laid on floor or wall, complete all as specified and directed by Engineer-in-Charge.

Taking up or down steel tubing and connection, including cleaning for re-fixing or removal to store of size of pipe 20 mm bore laid on floor or wall, complete all as specified and directed by Engineer-in-Charge.

Taking up or down steel tubing and connection, including cleaning for refixing or removal to store of size of pipe 40 mm bore laid on floor or wall, complete all as specified and directed by Engineer-in-Charge.

Taking down old damaged SGSW pipes from existing lines including necessary excavation in trenches, supply, laying and jointing of new 150mm bore (internal dia) SGSW (Grade `A` pipe) and including returning, filling in, disposal of surplus soil to a distance n.exc 50m, complete all as specified and directed by the Engineer-in-Charge.

Excavation in trenches not exceeding 1.50m wide and not exceeding 1.50m in depth for foundation etc or for shafts, manholes, pier holes etc n.exc 10 sqm on plan and not exc 1.50m in depth and getting out in any type of soil, complete all as specified and directed by the Engr-in-charge.

Returning, filling in including spreading, levelling, watering and well ramming in layers not exc 25 cm, complete all as specified and as directed by Engr-in-Charge.

Removing excavated material n exc 50 m and depositing where directed at a level n exc 1.5 m above the starting point, complete all as specified and as directed by Engr-in-Charge.

Brick work with subclass ‘B’ old size burnt bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:6) complete all as specified and directed by Engineer-in-Charge..

Supply only integral water proofing compound of approved quality, ISI Marked, complete all as specified and directed by Engineer-in-Charge.

Cement concrete 1:2:4 type B1, (using 20 mm graded crushed stone aggregate) as in lintels upto 1.5m clear span, steps, seismic and other similar bands coping/cills/benching,bed plates bed block etc for embedding hold fast including necessary form work weathering, slightly rounded or chamfered angles and throating complete all as specified and directed by Engineer-in-Charge.

Precast reinforced cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cover slabs ( for manholes etc). and similar articles with plain faces, set in cement mortar 1:4, including demolation of existing slab, complete all as specified and directed by Engr-in-Charge. NOTE:-Reinforced measured and paid separataly in respective item.

Reinforced cement concrete 1:2:4 type B-1 using 20 mm graded crushed stone aggregate as in cover slabs ,complete all as specified and directed by Engr-in-Charge.

Form work to soffits or suspended slabs such as roof slab n.exc 200mm thick (Horizontal or slopping) finished fair and even surfaces of concrete, complete all as specified and directed by the Engineer-in-Charge.

2nd class hard wood clean sawn in scantlingto replace old and decayed timber (including piecing, scarfing etc. of old and new timber if required) and removing defective portion, fixed in repair complete all as specified and directed by Engineer-in-Charge.

150mm long aluminium anodised, barrel tower bolts extruded section, complete all as specified and directed by Engineer-in-Charge.

100 mm long mild steel butt hinges, medium weight, cold rolled and fixed, complete all as specified and as dircted.

125 mm long extruded Aluminium handle, complete all as specified and directed by Engineer-in-Charge.

Aluminium alloy, anodized, sliding door bolts with hasp staple (bolt type) and fixing clips of sheet, cast or extruded section and fixing bolts and sliding bolts of extruded sections or cast aluminium, 300 mm long and dia of rod not less than 16 mm, ISI marked, complete all as specified and directed by Engineer-in-Charge.

300mm long mild steel sliding door bolts plate type stove enameled black with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt plate and two on staple plate, complete all as specified and directed by Engineer In Charge.

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

35mm thick 2nd class hard wood glazed and skelton shutter open rebated and prepare to receive glass, gauge etc(without sash bars), for door edges of framing plain, chamfered rounded fitted with cut and mitred beads for securing glass etc 8.20 (a), complete all as specified and directed by Engineer In Charge.

Solid PVC Door frame of size 50mmx47mm made out of 5mm Wallnut color PVC sheet reinforced with MS Square tube, supply and fixing in opening as per specification and drawings and incluiding making good disturbed surfaces , complete all as specified and as directed by Engr-in-Charge.

PVC Moulded Door Shutter of wallnut colour, 28 to 30mm thick (stiles),particle board core with 2, 4, or 6 raised panel design with 2mm thick Moulded PVC Sheet on the front face & 2mm plain colour PVC sheet on back face, supplying & fixing in frame at site , complete all as specified and directed by Engineer-in-Charge.

Pressed Steel window/ventelators factory made with side or top hung shutterglazed and gauged (combind), including nrcessary locking arrangement, including painting with one shop coat of zinc chromate primer, complete all as specified and directed by Engineer In Charge. Note:- One side face out to out shall be measured for payment purpose

2nd class hard wood(Hollock) small fittings such as brackets of any type, latch and hinge blocks, shaped door and window stops and the like, includ-ing all necessary labours; articles n exc 200 cu. cm each, complete all as specified and directed by Engineer-in-Charge.

False ceiling with Fibre Cement Designer tile white painted (High Pressure Steam Cured) of 4mm thickness (as per IS-14862) of size 595mm x595mm and any one of the design (occeanic, lake & hill, cascade or electra) in true horizontal level, suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanised @120 gms, both sides inclusive) consisting of main T runner with suitably spaced joints to get required length and 15x32mm made from 0.30mm thick sheet and cross T of size 15 x 32 mm made of 0.30mm sheet spaced between main T at 600mm c/c from a grid of 600x600mm and wall angle of size 15x20mm made of 0.30mm thick sheet and laying false ceiling tiles in the grid including required cutting/ making opening for services like diffusers grils,light suspended from ceiling using GI soffit cleats fixed to existing rafters, purlin etc with dash fastners GI adjustable rods of 3mm dia wit galvanised butterfly level clips,spaced at 1200mm c/c along main T bottom exposed width of 15mm of all T sections shall be centre black prepainted with polyester painnt and having a load bearingcapacity of 12 kg per sqm and refixed all exesting electric wiring and fixture, complete all specified and as directed by Engineer-in-Charge.

Pressed steel frames, conforming to IS, having profile 105 mm x 60 mm for doors with one or more rebates made out of 1.25 mm thick mild steel sheet, including necessary fixing lugs, butt hinges, lock strike plate, etc., complete, as specified, supplied and fixed with one shop coat of zinc chromate primer including PCC (1:3:6) type C-0 to be filled in back recess profile portion before fixing, complete all as specified and directed by Engineer-in-Charge.

Pressed steel frames, conforming to IS, having profile 125 mm x 60 mm for doors with one or more rebates made out of 1.25 mm thick mild steel sheet, including necessary fixing lugs, butt hinges, lock strike plate, etc., complete, as specified, supplied and fixed with one shop coat of zinc chromate primer including PCC (1:3:6) type C-0 to be filled in back recess profile portion before fixing, complete all as specified and directed by Engineer-in-Charge.

Structural rolled mild steel conforming of S Fe-410-W(Gde-E-250) quality A as in roof trusses (framed), purlins crane gantries, rail and fastenings and heavy brackets framing (beam, tee, angle, channel,flat and gusset/base plates etc.) including MS bolts, distance pieces and square/rectangular hollow section, cleats etc., complete all as specified and directed by Engineer-in-Charge.

Structural rolled mild steel conforming of Fe-290-W(Gde-E-165) ornamental and intricate design 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 or other covering doors, etc, to be prepared fro hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete all as specified and directed by Engineer-in-Charge.

Mild steel TMT bars 6 to 8mm dia ,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips, complete all as specified and directed by the Engineer-in-Charge.

Mild steel TMT bars 10mm dia and over,cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips, complete all as specified and directed by the Engineer-in-Charge.

Pre- painted galvalume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour profile of sheet centre to centre n.exc 200mm and height of profile shall not be less than 30mm having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed by the Engineer-in-Charge.

Pre-painted galvalume aluminum zinc coating GI based of same profile steel sheet tiles made to curve 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall,/Ridge/Valley gutter etc fixed with self tapping screws as specified, complete all as specified and directed by the Engineer-in-Charge.

03mm thick Figured glass, pin head type and glazing with oil putty in squares n exc 0.5 sq. m in each pane, complete all specified and as directed by Engineer-in-Charge.

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 specified and as directed by Engineer-in-Charge.

Plain Cement concrete 75mm thick 1:4:8 type D2 using 40mm graded stone aggregate as in sub base to floors finished even and rough complete all as specified and directed by Engineer-in-Charge.

10mm thick rendering on fair faces of brick work or concrete surface in CM 1:6 finished even and smooth without using extra cement, complete all as specified and as directed by Engr-in-Charge.

Rendering 15 mm thick on fair faces of brick work or concrete surfaces, finished even and smooth (without using extra cement) on walls in cement mortar (1:4), including integral liquid WPC by wt of cement as per manufacturer instruction (NOTE : Supply only WPC will be measured and paid for separately), complete all as specified and directed by Engr-in-charge.

Non skid ceramic coloured tiles 7 to 8mm thick (Square or rectangular) area of each tile exceeding 0.11 Sqm but not exceeding 0.18 Sqm, laid in floors etc, set and jointed in neat cement slurry and pointed in white or coloured cement to match the shade of tiles with and including laying of 15 mm thick screed bed or bedding layer in CM 1:6, complete all as specified and directed by Engineer-in-Charge.

Glazed ceramic tiles size 450 mm x 300 mm x 7to8mm thick on vertical surfaces such as skirting /dado etc. set and jointed in neat cement slurry and pointed in white or colour cement to match over and including 10mm thick rendering in cement mortar 1:4 on fair faces of brick work or concrete surfaces as backing coat complete all as specified and directed by Engineer-in-Charge.

Chequered cement concrete tiles hard glazed rubber top 30cm x 30cm x 25mm thick made using vibratory mechanical system having glazed top layer with mixture of white cement and pigment set and jointed and pointed in neat cement slurry in floor over and including screed bed 15mm thick in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.

18-20mm thick machine cut Kota stone slab flooring with 80mm wide white marble boarder alround over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and mirror polishing and including laying of 20 mm thick screed bed or bedding layer in CM 1:4 , complete all as specified and directed by Engineer-

60 mm thick glossy rubber mould interlocking machine pressed precast concrete (paver blocks red & yellow colour topping) any shape finished type conforming to IS-15658-2006,M -35 Grade laid dry over and including 30 mm compacted sand bed, size & pattern of tiles all as directed by Engineer-in-Charge.

All as per Serial Item above here-in-before but in renewing tiles including removing old tiles, and including 30 mm compacted sand bed, complete all as specified and directed by Engineer-in-Charge.

Plinth protection 50 mm thick in PCC 1:3:6, type C-1 ( using 20 mm graded crushed stone aggregate ) laid in alternate bays (not exceeding 2 Sqm each) finished even and smooth without using extra cement and providing joints through out the thickness of plinth protection, filled with mastic filling comprising one part of bitumen 85/25 grade and three parts of sand by weight, complete all as specified and as directed by Engr-in-Charge.

Preparing of new plastered or un-decorated surfaces applying two coats of distemper oil emulsion over including one coat 1 to 1.20mm thick wall care putty, complete all as specified and directed by Engineer In Charge

Prepration of new plaster surfaces of wall and applying two coats of cement based paint over a coat of alkali resistant cement base primer on wall surfaces, complete all as specified and directed by Engineer In Charge

Preparation of new steel surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engineer-in-Charge.

Preparing surfaces of wood and wood based materials, new or old, of any description and girth, not otherwise described and applying two coat of Creosoting complete all as specified and directed by Engineer In Charge treated with

Complete removal of existing treatment on walls surfaces by brooming down or steel wire brushing,scraping down smoke soot, moulds moss and efflorences salts and trading oil and greasy spots and applying three coat of white wash on ceiling, complete all as specified and directed by Engineer In Charge

Complete removal of existing treatment on walls surfaces by brooming down or steel wire brushing,scraping down smoke soot, moulds moss and efflorences salts and trading oil and greasy spots and applying two coat of distemper oil emulsion white or tinted over including one coat 1 to 1.20mm thick wall care putty, complete all as specified and directed by Engineer In Charge

Complete removal of existing treatment on walls surfaces by brooming down or steel wire brushing,scraping down smoke soot, moulds moss and efflorences salts and trading oil and greasy spots and applying two coats of cement based paint, complete all as specified and directed by Engineer In Charge

Preparation of new wooden or untreated wood surfaces of any description exc 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of pink primert, complete all as specified and directed by Engineer In Charge

Preparation of old painted steel and iron surfaces exc 10 cm width or girth and applying one coat of synthetic enamel paint, complete all as specified and directed by Engineer In Charge

Preparation of old wooden painted surface not otherwise described over 10 cm width or girth and applying one coat of synthetic enamel paint white or tintedt, complete all as specified and directed by Engineer In Charge

Vitreous china squatting pan, 'Orissa' pattern, size 580 x 440 mm white, with integral foot rests including replacement of 'P' or 'S' trap, lime concrete bedding and making good existing floor fixed in repair, complete all as specified and directed by Engineer-in-Charge.

10 ltrs PVC flushing cistern low level (white) with inlet, ball valve float and handle including PVC Connection and 32mm dia PVC long bend for squar pattern etc. set with concrete and making good to floor fixed in repair, complete all as specified and as directed by Engr-in-Charge.

PTMT over head Shower square(6"x6") with arm & including arm and wall flange fixing to steel pipe or union as in fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 1821/Cera/Jaquar/Jainko

PTMT Angle valve,with flange, capston head handle screwed dowm high pressure including screwed for 15mm bore pipe connection fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 144-C/Cera/Jaquar/Jainko

PTMT Bib cock fancy (cobra) with , capston head handle screwed dowm high pressure including wall flanges screwed for 15mm bore pipe connection fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 123-C/Cera/Jaquar/Jainko

PTMT 15mm size concealed stop valve screwed dowm high pressure with crutch or butterfly handlescrewed both ends for iron pipe or for unions and fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 146-C/Cera/Jaquar/Jainko

PTMT Soap dish/oval fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 195/Cera/Jaquar/Jainko

Rotational moulded polythene water storage tanks 3 layer white colour (cylindered vertical closed top ) hoisted and fixed in position including necessary connection nipple suitable for inlet, outlet and overflow pipes, all as specified in SSR Part –I of capacity of tanks 1000 ltrs and including dismantling of existing unserviceable water tanks and remove from site, complete all as specified and as directed by Engr-in-Charge.

PTMT 20mm bore ball cock with rod & ball fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 152/Cera/Jaquar/Jainko

20 mm dia decorative MS powder coated drapry curtain rods of with bright finish,including decorative side domes, brackets and a minimum of 8 Nos curtain rings in per RM of length fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Dismantling loose/disintegrated portion of RCC chajjas, bends shelves, beams balconies and similar work at any position or any height and dubbing out with RCC 1:1.5:3, A-0 35mm to 50mm thick (using 12.5mm graded crushed stone aggregate) to make up and finished required shape and provision of necessary support form work and including 10mm thick plastering in CM 1:3 finished fair and smooth, complete all as specified and directed by Engineer-in-Charge

75 mm bore PVC (SWR) floor trap plain with grating incl. jointing with solvent cement fixed in repair, complete all as specified and directed by Engineer-in-Charge.

75 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed.

110 mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls, complete all as specified and directed.

PVC nahani trap withgrating to 75 mm bore including jointing to waste pipe fixed in cement concrete 1:2:4 type B-1fixed in repair, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) bends any radius of bore 75 mm fixed in repair, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) junction single, (Single T/Y jn with Access door) 75mm equal or unequal fixed in repair, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) junction single, (Single T/Y jn with Access door) 110mm equal or unequal fixed in repair, complete all as specified and directed by Engineer-in-Charge.

PVC (SWR) gully trap 125mm, setting and jointing with solvent cement fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Steel tubes 15 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors,and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in-Charge.

All as per Serial Item No-89above here-in-before but except tubing (Old serviceable tubing as retrieved vide item above shall be reused under this item).

Steel tubes 20 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in- Charge.

All as per Serial Item No-91 above here-in-before but except tubing (Old serviceable tubing as retrieved vide item above shall be reused under this item).

Steel tubes 40 mm bore, ‘medium grade’, galvanized with all fittings and fixed to walls and ceilings or laid in floors and cutting chessing in wall and making good, complete all as specified and directed by Engineer-in- Charge.

All as per Serial Item No-93 above here-in-before but except tubing (Old serviceable tubing as retrieved vide item above shall be reused under this item).

Gun metal globe or gate valve 40mm bore with iron wheel head screwed both ends for iron pipe, complete all as specified and directed by Engineer-in-Charge.

PTMT towel rail 24"(600mm) fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make: Prayag cat no 200/Cera/Jaquar/Jainko

Vitreous china wash hand basin white colour, flat back of size 550mmx400mm fixed on and including cast iron cantilever bracket of size 65 x65x 6mmembedded in PCC block with PCC 1:2:4 type B-1 and 32mm dia brass waste coupling and 32 mm dia PVC waste pipe and plug and porcelain stopper including waste fitting and pedestal of chinaware etc fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Vitreous china wash hand basin Round bowl oval shape type counteer top of size 560x410x180 mm white coloured fixed in 16-18 mm thick polished granite 900x600mm size including PTMT pillar cock swan neck ,including waste fitting fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Urinal mangnum half stall type including PTMT urinal spreader build in all as specified and directed and approved make including ceramic partition fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Machine grinding and polishing of existing terrazo flooring by using stone of 320 to 400 grit size incl fill in fine pinholes and ement grout in crem like consistency using same colour cement, complete all as specified and directed by Engineer-in-Charge.

Superior quility PTMT push button of taps screwed for 15mm bore iron pipe and fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Disconnecting existing tanks , setting side for repairing, cleaning etc and hoisting after cleaning and removing all scale & dirt etc from tanks and from mouth of circulating pipe etc of capacity upto and including 500 ltrs and endorsed the ward "CLEANED ON WITH DATE" with white paint including replacement of broken / unserviceable fitting such as Elbow, Tee, socket, nipple of any size etc, complete all as specified and directed by the Engineer-in-Charge.

Looking mirror,5mm thick edge rounded fixed with clips all as specified including teak wood frame of size 50x50mm decorative and water proof including malimine polishing fixed in repair, complete all as specified and directed by Engineer-in-Charge.

PVC flexible connections 600mm long 15mm dia with brass flange nuts & washers , fixed in repair, complete all specified and as directed by Engineer-in-Charge

Roughing surfaces of old concrete surfaces by picking up, sweeping, cleaning and washing down with water to remove dust etc including taking down of cement plaster and existing APP membrane, PCC padding etc complete treatment from top of roof and providing of neat cement slurry (3.0 kg of cement per sqm) including 10mm thick plastering in CM (1:3) finished even and smooth mixed with water proofing compound. Applying bituminous primer on roof surfaces @ 0.40 ltr/sqm and applying one coat of hot blown bitumen of grade 85/25 @ 1.20 kg/sqm and providing Atactic Polypropylene polymer (APP) modified five layered with centre core 100 micron HMHDPE film weighing min 3.0 kg/sqm & will be laid as per MES SSR Pt-I Para 11.43.2.2 with minimum side lap 75mm & end lap of 150 mm bondedwith hot blown bitumen. Over the APP membrane appling IInd coat of hot blown bitumen 85/25penetration @ 1.20 kg/sqm and blinded with fine sand in dry condition (Peables free) @ 0.50 kg/sqm dusted over the bitumen coat including cutting grooves (50mm x50mm) in parapat and inserting edgs of membrane and mending goods damage by sand cement mortar (1:4) and shall be finished in all respect as per directed by Engr-in-Charge. Note :- The laying of the membrane shall be got done by authorized applicator of the membrane manufacturer.

Material and labour 40mm plain Cement concrete type B-0, 1:2:4 (12.5mm graded crushed stone aggregate) in two layer (each 20mm), in leveling course as in roof including chiken wire mesh provide between the layer of PCC and even and smooth with false grooves at 450x450mm, complete all as specified and as directed by Engineer-in charge. Note : Chiken wire mesh shall be measured & paid seperately under respetive item of BOQ.

Supply only GI chiken wire mesh febric laid over roof surfaces or fixed to wall with chips, complete all as specified and directed by Engineer In Charge

Cleaning and desludging & de-watering of existing septic tanks for 100 users and opening covers, and including inlet and outlet chambers and soakage well, taking out sludge & sewage water in any form alongwith all other foreign materials by mechanical equipment or by way of other suitable means , and removing waste material/sludge etc to a distance n.exc 50 mtr including digging , burrying in ground (Qty of desludging taken out n. exc 12.0 Cum and Dewatering n exc 12.0 Cum from Each Septic tank) complete all as specified and directed by Engineer-in-charge. Note :- (i) Work shall be done in foul conditions , necessary precautionary measures/equipments to be adopted by the contractor . (ii) The solid or semi solid sludge shall be burried in pits and fully covered with a layer of lime powder and earth. (iii) Rates quoted by the contractor shall be deemed to have considered all such contingencies including removal and refixing man hole covers. (iv) Any damage caused during cleaning shall be made good by the contractor to the entire satisfaction of Engr-in-Charge without any extra cost to Govt. (v)The quoted rates includes for keeping the particular septic tank and soakage well undertaken once for de-sludging/ de-watering functional for full contact period.

Concrete bed to drain pipes of bore 150 mm including packing under,and haunching against the sides of pipes after they are laid and tested in cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate including necessary shuttering and supports complete all as specified and directed by the Engr-in-charge. Note:- (i) Thickness of bed below barrel of pipe -10 cm . (ii) Width of bed :- outer dia of pipe plus 30 cm.

Cutting into existing main holes for connecting new 150mm internal dia drain pipe, making good pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-1 smooth finished and reforming benching as required complete all as specified and directed by Engineer-in-Charge.

XLPE Insulated screened PVC bedded, galvanized steel strip or wire armored, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 sq mm 2 core in trenches/floor/pole/GI pipe complete including taking down of existing cable and cutting of bituminous road/chasing to any surface and making good to the disturbed surface to match the existing.

Dry coarse sand as cushioning to under ground cable provided with layer of 8 cms deep before laying the cable and 15 cms deep after laying and stretching the cable and punned to 20 cm thick, complete all as specified and as directed. Note : Only punned thickness shall be measured for payment purpose

Sub class ‘B’ old size well burnt bricks, laid flat in trenches as protection to cable complete all as specified and as directed.

GI tubes light grade 40 mm bore with all fitting/ acessories for protection of cable on pole/wall and under road crossing including clamps, nut bolt etc and including sealing end of pipe with bituminous preformed wooden gutties complete all as specified and directed by engr-in-charge.

Taking down carefully alu/copper point wiring, light fan socket or power complete with fitting such as switches ceiling rose pendants, regulators, socket etc removing material to store for keeping in safe custody for reuse or disposal by credit and marking good to disturbed surfaces of walls, floors etc, complete all as specified and as directed by Engr-in-charge.

Point wiring concealed with 1.5 Sqmm copper conductor cable (multistrand) PVC insulated FRLS (unsheathed), drawing in and including PVC concealed conduit 20 mm dia,cutting chases wall & ceiling and making good to disrurbed surface of wall ,ceiling etc,having wall thickness not less than 1.50 mm with sunk cast iron/pressed steel terminal boxes made out of 1.2 mm thick sheet including one coat red oxide primer on internal and external surface covered with 3 mm thick hylam brand IS-2036 marked laminated sheet cover (for mounting switches, sockets, regulators etc), including 1.5 Sqmm PVC insulated (multistranded) FRLS copper conductor continuous earth wire for one light /Fan point/Exhaust fan controlled by one switch one way complete all as specified and directed.

All as per description of Serial item No 116 here-in-before but one 3 pin 5 Amp socket outlet on same board, complete all as specified and as directed by Engr-in-Charge.

All as per description of Serial item No 116 here-in-before but one 3 pin 5 Amp socket outlet on Independent board, complete all as specified and as directed by Engr-in-Charge.

All as per description of Serial item No 116 here-in-before but one 3 pin 5/15 Amp socket outlet on independent board with PVC insulated, unsheathed FRLS cable 2.5 Sqmm copper multistrand conductor, along with PVC insulated and unsheathed FRLS 2.5 Sqmm multistrand copper conductor earth wire connected to common earth and earth dolly complete, complete all as specified and as directed by Engr-in-Charge.

Switch piano flush button single pole one way 5/6 Amp, 240 Volts, complete all as specified and as directed by Engr-in-Charge.

Switch piano flush type single pole one way 15 Amp flush type complete all as specified and as directed.

Socket outlet 2 in 1,3pin 5 amp, 240 Volts ISI marked complete

Socket outlet 3 pin 15 Amp flush type complete all as specified and as directed.

Ceiling Rose Surface backilte 65x20mm size three terminal ISI marked complete

Electronic type fan regulators step type, 240 volt, flush type, suitable for 1200/1400mm sweep ceiling fan, ISI marked fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Decorative ultra slim linear LED lighting fixture 18/20 watt LED battern, with full base of extruded aluminium section acting as a heat shrink with closed back, isolated driver, complete making all connection using 1.0 sqmm copper conductor multistranded PVC insulated 2 core flexible cable from ceiling rose to fitting in white colour fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make of LED- Havells cat part no. LHEXCEP7UN1W020/SYSKA cat part no SSK-RA1801 or equivalent of make Wipro

LED Bulk head (6500K) fitting of 9/10 Watt surface mounting type extruded aluminium body with opal diffuser suitable for 600LUMEN complete with testing fixed in replacement, complete all as specified and directed by Engr-in-charge. Make :SYSKA Cat part -SSK-BH-9W/C&S cat part no-CG80IB10WLED or equivalent model of Havells Cat no-LHEXCFP7PN5W010or

Sub main wiring with copper conductor cable (2 runs of cable) multistaranded 4 Sqmm PVC ISI marked with all insulated unsheathed in and including rigid PVC concealed conduit 25mm dia, 2mm wall thickness medium grade fitings including 4 Sqmm copper conductor cable PVC insulated unsheathed multithreaded using as continues earth wire connected to common earth and earth duly complete including taking down of existing Submain wiring and making good to the distrubed surface of wall & match with existing surface of wall, complete all as specified and as directed by Engr-in-charge. Note: Two runs of 4 sqmm and one run of 4 sqmm cable and one run of PVC conduit/ casing capping shall be measured as one RM

Single pole and neutral sheet steel powder coated Distribution board for MCBs fitted with bus bar , Neutral link ,Earth Bar and Din rail suitable for use on 240 V, 50 Hz supply double door SP&N DB system 8 ways fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make:- Legrand(Ekinox3) or equivalent of make schneider(Acti-9)/Siemens(Betagard-8GB 32).

All as per item No 129 but 12 way, complete all as specified and directed by Engr-in-charge.

All as per item No 129 but 4 way, complete all as specified and directed by Engr-in-charge.

MCB SP 6 to 32 Amp, 240 volts, 50Hz, C series of breaking capacity 10 KA fixed in repair, complete all as specified and directed by Engineer-in-Charge. Make :Legrand Product code no-408587/408590/408592/408593/408594 or equivalent in Schinder/Seimens.

MCB SPN, 20 to 40 Amps, 415 Volts, rupturing capacity 10 KA "C" Series, as per Car part No. 408615,408616, 408617, 408618 of make Legrand or an equivalent in performance of make mentioned PS,fixed in repair, complete all as specified and directed by Engineer-in-Charge.

Taking down ceiling fan/exhaust fan any type and any sweep and removing fan blade including cleaning all dust particle and filling cavities with filler materials, oiling, greasing including painting fan and blades complete with one coat of synthetic enamel white paint by spraying and writting Ser No/MES No with black paint complete and assemble the same along with all fixing connecting accessories and fixing in same position along with all new electric wire connection from ceiling rose to fan, etc. complete, all as specified and as directed by Engineer-in-Charge.

Earthing complete with galvanised steel earth plate electrode 60 cm x 60 cm x 6.0mm thick buried directly in ground, (Earth pit not less than 2.25 mtr deep below ground level) with top edge of plate not less than 1.5 mtr below normal ground level, connected to and including 4 mm dia galvanised earth lead wire by means of bolts, nuts, check nuts and washers of galvanised standard iron or steel all as specified or indicated in electrical plate no 3 of MES Part-I, fixed in replacement, complete all as specified and directed by Engr-in-charge. Including testing on completion including the material and labour of the following :- (a) Excavation and earth work for drilling hole for electrode in any type of soil. (b) PCC pit in cement concrete 1:2:4 type B-1. (c) Precast RCC cover with suitable handle 40 mm thick in PCC 1:2:4 type B-1, reinforced with welded steel wire fabric weighing not less than 1.87 Kg/Sqm. (d) Funnel with watering pipe of GI 20 mm nominal bore medium grade and copper lugs etc all as specified. (e) 15 mm nominal bore light grade GI protection pipe 5 mtr long for protection of earthing lead from mechanical injury or tempering. (f) Requisite quantity of common salt and charcoal. (g) Testing of earthing. Note : (a) On testing after completion of earthing, if the desired earth resistance is not obtained, the earthing will be re-done by the contractor at his own risk and cost to the entire satisfaction of the Engineer-in-Charge. (b) The contractor shall quote his rate considering taking down cost of existing unserviceable earthing.

MADAN LAL SHARMA AND SONS

s l sharma and sons

devraj chalotra