SPL REPAIR TO SIDE SECURITY WALL AND ENTRANCE GATES AT SOI AND MESS AND PROVN OF ARBORICULTURE FOR MECHANICAL LAUNDRY PLANT AT CHCC UNDER GE E/M LUCKNOW

Amount

Demolition of brickwork or stone boulder masonary built in cement mortar including all quoins, arches, pillars etc ,complete all as specified and as directed by Engineer -in-Charge

Demolition of reinforced cement concrete of any description & in any position ,complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in soft/loose soil including removal of surplus spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point, complete all as specified and directed by Engineer-in-Charge.

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep & getting out in Hard/dense soil including removal of surplus spoil to a distance not exceeding 50 metre and depositing where directed at a level not exceeding 1.50 meter above the starting point, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in Soft/ loose soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and depth exceeding 1.5 M but not exceeding 3.00 metre for foundation, etc., and getting out in Soft/ loose soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge.

Excavation in trenches, not exceeding 1.5 M wide and not exceeding 1.5 M depth for foundation, etc., and getting out in hard/dense soil for foundation, trench of cables, pipes etc or for shaft, wells, manholes n exc 10 Square Metre on plan and getting out including trimming the sides and forming bottom surfaces to required levels, complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, leveling, watering and well ramming in layers not exceeding 25cm thick each, excavated soil in trenches after the cables have been laid and tested, complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil to a distance not exceeding 50 meter and depositing where directed at a level not exceeding 1.50 meter above the starting point , complete all as specified and directed by Engineer-in-Charge.

Treating the back fill in contact with foundation at the rate of 7.5 litre of emulsion per Sqm of verticle surface (area of the sub structure in contact with back fill to measured) , complete all as specified and directed by Engineer-in-Charge.

Treating the top surface of filled earth at the rate of 5 ltr if emulsion per sqm of surface, complete all as specified and directed by Engineer-in-Charge.

Treating the soil under plinth protection at the rate of 5 litres of emulsion per square of surface area , complete all as specified and directed by Engineer-in-Charge.

Treating soil along with external perimeter of building at the rate of 2.25 ltrs of emlution per meter of the perimeter wall , complete all as specified and directed by Engineer-in-Charge.

Hardcore of gauge not exceeding 63 mm of broken bricks, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.

Hardcore of gauge not exceeding 63 mm of broken stone, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:3:6), type C-2, using 40 mm graded mechanically crushed stone aggregates as in foundations filling and mass concrete or in sub base to floor, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in foundations filling and mass concrete or in sub base to floor, complete all as specified and directed by Engineer-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 n.exc 10 cm cm girth in stone concrete block/ slab wall/ concrete floor ,complete all as specified and as directed by Engineer -in-Charge.

Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved on plan exceeding 6.0 m mean radius built in cement sand mortar 1:6 ,complete all as specified and as directed by Engineer -in-Charge.

Brickwork with Fly ash bricks (bricks shall be burnt clay flyash building bricks as per IS- 13757), straight or curved to any radius in half brick thick wall built in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge. 30+

Damp proof course 40 mm thick to horizontal or vertical surfaces including necessary formwork in Plain cement concrete (1:2:4), type B-0, using 12.5 mm graded mechanically crushed stone aggregates using in and including integral water proofing compound @ 3 % by weight of cement and Applying evenly a coat of blown type bitumen at the rate of 1.50 kg per square metre and blinding with clean dry sand @ 0.05 cu. m. per sq. m , complete all as specified and directed by Engineer-in-Charge.9+

Use & waste of for formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter etc for rough finished surfaces of concrete,complete all as specified and as directed by Engineer -in-Charge.

Use & waste of form work to sides of Square, rectangular or polygonal pillars, posts, struts, piers, columns and stanchions for fair finished surfaces of concrete,complete all as specified and as directed by Engineer -in-Charge.

Use & waste of form work to sides and soffits of floor or roof beams, beam haunchings, girders,bresumers, lntels, cantilevers, shelves including supports, overhangs, chajjas etc. also splays between floors and beams etc., surfaces fair finished surfaces, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to soffits of suspended slab of concrete such as roof slabs, floor slabs, cover slab, shelve, landings and similar works n.exc 200 mm thick (horizontal or sloping); with rough finished surfaces of concrete flat surface, complete all as specified and directed by the Engineer in Charge.

Use & waste of form work to chulla hoods, chajjas and similar works for fair finished surfaces, complete all as specified and directed by the Engineer in Charge.

Use & waste of formwork to flat sides and soffits of arches for fair finished surfaces ,complete all as specified and directed by Engineer-in-Charge 16+

Use and waste of form work to flat fins, louvers, fascia and sunbreakers for fair finished surfaces ,complete all as specified and directed by Engineer-in-Charge 0.75+

Mild steel TMT bars 10 mm dia and over as in reinforcement cut to length , bent to shape required, including cranking, bending spirally for hooping ends for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.90 mm dia, complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 6 to 8 mm 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 0.90 mm dia. or higher , complete all as specified and directed by the Engineer in Charge.

Mild steel TMT bars 5mm dia. and over up to and including 10 mm dia. in stirrups, 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 0.90 mm dia. Or securing with clips , complete all as specified and directed by the Engineer in Charge.

Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded crushed stone aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc; basement slabs, under reamed piles and mass concrete , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded crushed stone aggregate as in columns, pillars, piers, posts ans stuts , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 (Design mix) type B1 using 20mm graded crushed stone aggregate as in beams, cantilevers, bressumers, lintels over 1.5 m span , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely. complete all as specified.

Reinforced Cement concrete M-25 ( Design mix) type B1 using 20mm graded crushed stone aggregate as in slabs supported on wall beam and column in floor slabs and roofs landing deck slabs and in shelves, complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 (Design mix) type B-1 using 20mm graded crushed stone aggregate as in fins, fascias,louvers, parapets and railings exceeding 60 cm in height, newels, balustrade and the like , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 (Design mix) type B-1 using 20mm graded crushed stone aggregate as in arch roof slab , complete all as specified and directed by Engineer-in-Charge. Note: Steel reinforcement shall be measured and paid for separetely.

Reinforced Cement concrete M-25 (Design mix) type B-1 using 20mm graded crushed stone aggregate as in Chajja etc , complete all as specified and directed by Engineer-in-Charge. 0.50+ Note: Steel reinforcement shall be measured and paid for separetely.

Factory made solid PVC door frame of size 50mmx47mm made out of 5mm plain colour PVC sheet reinforced with MS square tube, supplied and fitted as per specification & drawing and as per manufacturer's instructions and shown on drawing on Page 160 of SSR Pt-II ,complete all as specified and directed by the Engineer in Charge.

Factory made solid panel PVC Door shutter 30 mm thick (style) consisting of frame made out of MS tubes for top & bottom rails. MS frame shall be covered with heat moulded plain colour PVC 'C' channel having a PVC sheet strip of 20 mm width stuck inside with solvent cement for stiles and plain colour PVC sheet for top rail,lock rail and bottom rail on either side as gap insert for top rails, bottom rail,panelling of plain colour PVC sheet to be fitting in the MS frame welded/sealed to the stiles & rails with suitable PVC sheet beading and joined together with solvent cement, supply & fixing in the frame at site as per specification and drawing on Page No 156 of SSR Part-II Rates,complete all as specified and directed by the Engineer in Charge.

Aluminium Anodised power coated ventilator fixed type shutter, aluminium section weighing 0.55 Kg/m in and including black tinted transulant glass 4.80 mm thick , joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, hinges, anodised aluminium snap beading screw , complete all as specified and directed by Engineer -in-Charge.

Aluminium Anodised power coated window fixed type shutter, aluminium section weighing 0.55 Kg/m in and including black tinted transulant glass4.80 mm thick , joining cleats, glazing clips rubber neoprene packing , Handle 2 Nos in each door, hinges, anodised aluminium snap beading screw , complete all as specified and directed by Engineer -in-Charge.

Aluminium anodised power coated Aluminium alloy sections sliding windows shutters with frames comprising Series -C (20mm), three track sliding shutters duly fitted with neoprene beading, glazing clips,locking device, in and including heat absorbing glass 4.8 mm nominal thicknes in two leafs and and stain less steel wire cloth of 0.46 mm nominal dia of wire and average width of aperature 1.40 mm in one leaf , complete all as specified and directed by Engineer -in-Charge. Notes: (i) Two leaf with glass and one leaf with stainless steel wiremesh. (ii) Rate of Glass and stainless steel jali shall be included in the rate quoted by the contractor against above item.

Aluminium anodised power coated door shutter single leaf side hung type without sash bar 44.45mm thick (two panels) fabricated with 2mm thick section having vertical and top rail 83.50mm, bottom rail 150mm and middle rail 115mm including jointing cleats, screws, aluminium anodised fittings such as pair of 'D' type handle (decorative type), tower bolts 150mm long 2 Nos for each shutter, 100mm size butt hinges, aluminium beading snap type, PVC packing, locking arrangement with mortice lock of best quality, in and including 4.80 mm thick tinted glass with necessary beading / packing and necessary fitting & fixtures ,floor Door spring ISI marked steel body , complete all as specified and directed by Engineer -in-Charge.

Aluminium anodised powder coated guard bar with 18-20mm dia square hollow pipe with frame ,complete all as specified and directed by Engineer -in-Charge.

Butt hinges, extruded brass with galvanised mild steel hinge pin, polished type B-11 ,complete all as specified and directed by the Engineer in Charge.

Extruded aluminium alloy handles of size 125 mm, fabricated type anodized ,complete all as specified and directed by Engineer-in- Charge.

Aluminum anodizes barrel tower bolts of extuded section and fixed of 200 mm long size (length of bolt), complete all as specified and directed by Engineer-in-Charge

Aluminum alloy, anodized, sliding door bolt with hasp staple ( bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast aluminum alloy and fixed length of bolt 250mm, bolts not less than 12mm dia with and including a minimum of 6 bolts not,four on bolt plate and two on staple plate complete (ISI marked ) , complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete 100mm thick type B2 (1:2:4), using 40 mm graded mechanically crushed stone aggregate, as in sub base floor , complete all as specified and directed by the Engineer-in-Charge.

Plain Cement Concrete Type B1 1:2:4 (using 20 mm graded stone aggregate) as in coping, padding and bed block ,benching and as in paraapet etc including weathering, slightly rounded or chamfered angles and throating including necessary formwork , complete all as specified and directed by the Engineer in Charge.

Providing precast cement concrete with type B 0 PCC 1:2:4 (using 12.5 mm graded stone aggregate) set in CM 1:6 louvres and jallies, 35 mm thick (measured solid), including all mouldings but excluding frame , complete all as specified and as directed by Engineer -in-Charge.115.18+

Plain cement concrete type C2 (1:3:6), using 40 mm graded crushed stone aggregate,75 mm thick , as in path /paving finished even and smooth wothout using extra cement ,complete all as specified and directed by the Engineer in Charge.

Plain cement concrete (1:4:8), type D-2, using 40 mm graded mechanically crushed stone aggregates as in sub base 75 mm thick , complete all as specified and directed by the Engineer in Charge.

First quality glazed ceramic coloured tiles of 350x250x7/450x350x7 mm thick, laid on vertical surfaces such as skirting, dados and risers to steps etc laid over and including 10mm thick cement plaster in CM (1:3) set and jointed in neat cement paste of honey like consistancy and pointed in white or coloured cement to match the shade of tiles ,complete all as specified and directed by Engineer-in- Charge.

First quality, Non skid ceramic coloured tiles, 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 Sq.m but not exceeding 0.18 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles ,complete all as specified and directed by Engineer-in- Charge.

Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured polished tiles, area of each tile not exceeding 0.38 Sq.m, laid in floors with neat cement slurry @ 3.00 kg/Square Metre over and including 15 mm thick screed bed of cement mortar (1:6) including pointing in coloured cement to match the shade of tiles, complete all as specified and directed by Engineer-in- Charge.

Vitrified ceramic tiles 10mm thick (square/ractangular) Coloured polished tiles, area of each tile not exceeding 0.38 Sq.m in vertical surfaces as in skirting set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over and including 10mm thick screed in CM 1:3, complete all as specified and directed by Engineer-in- Charge.

Udaipur green stone 20 mm thick( table rubbed and polished) in steps , jambs, pillars, window cills, cooking plateforms and like in including 15 mm thick cement mortar ( 1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite complete all as specified and as directed by Engineer-in- Charge.

Red Granite 20 mm thick ( table rubbed and polished) as in Key stone as shown in drwaing in and including cement mortar ( 1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite .complete all as specified and as directed by Engineer-in- Charge.

Manglore tiles of any size as in inclined/ curved roof as shown drawing etc set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles laid over 10mm thick rendering in CM 1:3 ,complete all as specified and directed by Engineer-in-Charge

Non skid exterior grade chequered/ grooved pattern coloured tiles of size exc 0.09 Square Metre and n.exc 0.25 Square Metre of each tile 8 to 10 mm thick set and jointed in neat cement slurry and pointed in white or coloured cement to match the surface of tiles over and including screed bed 15cm thick in CM 1:4 set and jointed in neat cement slurry and pointed in grey cement slurry ,complete all as specified and directed by the Engineer in Charge.

Granite stone slab ( Black colour) 18-20 mm thick, work (table rubbed and polished and grinding) as in flooring including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite over and including screed bed of 15 mm thick in CM 1:6 in and including demolition of stone slab & tiles of any description or thickness in floors, aprons etc laid bedded and pointed in any mortar ,complete all as specified and directed by the Engineer in Charge.

Forming 25 mm wide square grooves in plaster to a depth etc ,complete all as specified and directed by Engineer-in-Charge

Heritage finish on walls including preparing surfaces, plastered or unplastered new surfaces of walls etc ,complete all as specified and directed by Engineer-in-Charge

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

Rendering 5mm thick on ceiling surfaces in cement mortar 1:3 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 5mm thick in cement mortar 1:3 in fair faces on concrete surfaces finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Rendering 15 mm thick in two layers, 10mm as rendering coat and 5mm as setting coat using in and including integral water proofing compound 2 % by weight of cement on brick work/ concrete on fair surfaces surfaces in cement mortar 1:4 & finished even & smooth without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

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

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

Rendering 15mm thick on brick wall or concrete surface in cement mortar 1:4 finished even and smooth without using extra cementin and, complete all as specified and directed by Engineer-in- Charge.

Rendering 15mm thick on fair faces of brick wall or concrete surface in cement mortar 1:4 finished even and fair without using extra cement using in and including integral water proofing compound 2 % by weight of cement, complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surfaces of walls by brooming down and priming plastered and other surfaces with and applying two coats of cement base paint over a coat of cement paint primer (before application of cement base paint) ,complete all as specified and directed by Engineer-in- Charge.

Preparing surfaces, plastered or unplastered new surfaces of ceiling and applying three coats white wash ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered surfaces and applying two coats of oil bound disemper over one coat of oil base primer on walls surface over and including a thin layer of wall care putty ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubeing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors ,complete all as specified and directed by Engineer-in- Charge.

Steel water tubing, 20 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors ,complete all as specified and directed by Engineer-in- Charge.5+10

Supply ,laying,jointing , commissioning & testing of GI pipe medium grade 25 mm bore with all fittings and fixtures laid in trenches , complete all as specified and directed by Engineer-in-Charge. Notes for item No.77 to 79: (i) Fittings & specials as required shall be provided by the contractor. Contractor's rate shall deemed to be included the cost of fittings provided. (ii) Excavation & earth work shall be measued paid seperately) of the following sizes

Gun metal glove or gate valve, Class -1, ISI marked 20 mm bore with iron wheel head, screwed both ends for iron pipe , complete all as specified and directed by Engineer-in-Charge. Note : Excavation & earthwork shall be measured & paid separately under appropriate item of this BOQ.

Gun-metal, globe or gate valves,Class -1, ISI marked 25 mm dia , with iron wheel head, screwed both ends for iron pipe and fixed to 20mm dia GI tube ,complete all as specified and directed by Engineer-in- Charge. Note : Excavation & earthwork shall be measured & paid separately under appropriate item of this BOQ.

Drilling and tapping GI/DI/cast iron/ mild steel water mains (in position ) for branch connections 50 mm bore including supply of GI nipple of medium grade pipe, ,complete all as specified and directe. of following bore sizes :

Water proofing treatment on roof surfaces in the following manner:- (a)15 mm thick plaster (1:4) in cement sand mortar using in and including liquid water proofing compound 3 % by weight of cement . (b) The surfaces shall be painted with hot bitumen grade 30/40 confirming to IS-73 @ 1.20 kg/sqm over a coat of bituminous primer conforming to IS-3384 @ 0.30 ltr/sqm. (c) 3 mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10 cm & 15 cm end lap weinghing not less than 3.5 kg/sqm. (d) Applying two coats of aluminium paint on top surface of roof, complete all as specified and directed by Engineer-in- Charge. Note :- WPC will not be measured and paid separately.

Rotational moulded PVC, double layered, water storage tanks of capacity 500 litre (cylindrical vertical with closed top), ISI Marked, hoisted and fixed in position, with & including all fittings such as GI tank nipple etc. but excluding ball valve ,complete all as specified and directed by Engineer-in- Charge.

Ball brass valves, high pressure with epoxy coated aluminium rod & high density plastic ball screwed for iron pipe and fixed (Minimum weight 210 gms complete , screwed for 20 mm bore dia. pipe or brass ferrule ,complete all as specified and directed by Engineer-in- Charge.

Vitreous china squatting pan Orissa pattern size 580x440mm white with integral foot rest, with front or back inlet with integral foot rests including connections to trap, and to flushing pipe, antisyphonage pipe, etc (excluding flushing cistern and flush pipe) including Cast Iron 'P' or 'S' trap of 100mm size fixed in PCC 1:2:4 type B-2 and necessary lime concrete, fixed as in repairs, including making good the surface to match with existing floor finish as in repair,complete all as specified and directed by the Engineer in Charge.

PVC valveless , syphonic action type flushing cisterns 10 ltrs capacity , low level , white, with inlet ball valves , float and handle including brackets and pvc flush pipe 32 mm dia for low level , complete all as specified and directed by the Engineer in -Charge

PVC connection of PTMT ,non corrosive with nuts and washers on both ends,450mm long suitable for 15 mm bore fixed , complete all as specified and directed by the Engineer in -Charge.

Angle stop cock ( one way) long thread with wall flange , fancy type Chromium plated screwed down for 15 mm bore dia. pipe, high pressure, with crutch handle , screwed externally both ends for unions etc. and fixed, complete all as specified and directed by Engineer-in-Charge

Wash basins, vitreous china, white, flat back of size 550x400 mm including brackets and cutting for and pinning in ends in brackets or erecting stand ,32mm dia waste fittings, brass, chromium plated with long screwed shanks and fly nuts, 32mm dia LDPE waste pipe of pressure rating 6 Kg/Cmsq and including new M S brackets including waste coupling of PTMT (half or full threaded) for 32/40mm dia ,complete all as specified and directed by Engineer-in- Charge.

Pillar taps, fancy type cast copper alloy , with capstan heads, chromium plated , screwed down for 15 mm bore pipe,high pressure , with or without l'ettered ' 'HOT' or 'COLD' with long screwed shanks and fly-nuts , screwed for iron pipe , complete all as specified and directed by the Engineer in -Charge

Grating doom PTMT 100mm dia of plated with waste hole/without hole as required fixed (minimum weight 20 gm each) ,complete all as specified and as directed by Engineer-in- Charge.

Soap dish brass chromium plated fixed with rawl plugs ,complete all as specified and as directed by Engineer-in- Charge.

Tubular towel rail 20mm dia D type,brass chromium plated 60 cm long between flanges ,complete all as specified and as directed by Engineer-in- Charge.

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

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints laid in trenches or in floors ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore single socketed in any length with ruber rings joints laid in trenches or in floors ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) Floor trap of 75 mm outlet plain with grating including jointing with solvent cement 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.

PVC ( SWR) junction single , ( Single T) equal or unequal with access door ,110 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC ( SWR) junction single , ( Single T) equal or unequal with access door ,75 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 110mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) pipes 75mm bore single socketed in any length with ruber rings joints fixed to walls with necessary brackets ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) vent cowl 110 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) vent cowl 75 mm bore ,complete all as specified and directed by Engineer-in- Charge.

PVC (SWR) bends any radius 110mm bore fixed ,complete all as specified and directed by Engineer-in-Charge.

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

PVC (SWR) gully traps 125 x 110 mm, setting and jointing with solvent cement including concrete pedestral etc , complete all as specified and directed by Engineer -in-charge.

Brass CP Hook for hanging planter as in roof shown in drawing etc complete all as specified and directed by Engineer-in-Charge

Harrison Curtain rails , mild steel CP, with fixing brackets, stops, rollers etc. complete all as specified and directed by the Engineer-in-Charge.

Plain Cement Concrete 1:3:6 ,type C-2 ,using 40 mm graded stone aggregate as in surface channel or drain or similar work including necessary form work , complete all as specified and directed by Engineer-in-Charge.

Plain Cement Concrete 1:2:4, type B1 using 20 mm graded stone aggregate as in channel, benching/coping of manholes or similar work including necessary form work , complete all as specified and directed by Engineer-in-Charge.

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/stopped ends etc , complete all as specified and directed by Engineer-in-Charge.

Add or deduct for each 25mm girth or part there of over or under 30 cm inner girth in cement concrete using extra cement incl forms, moulds, mitred,stopped ends etc,complete all as specified and directed by Engineer-in-Charge.

Cutting into walls of existing manholes for connecting new drain pipe 150 mm dia bore, making good to wall in CM (1:3)/ PCC (1:2:4) after inserting pipe, cutting out benching & forming branch channel (1/2) round or (3/4 section) in cement concrete (1:2:4) type B-1, reforming benching as required and rendering smooth finished, including removal of rubbish outside MoD land, complete all as specified and directed by the Engineer-in-Charge.

Plain cement concrete 1:4:8, type D-2 (using 40mm graded stone aggregate) as in bed to drain pipes of 150mm bore including packing under and haunching against the sides of pipes after they are laid and tested, complete all as specified and directed by the Engineer-in-Charge.

Salt- glazed stoneware drain pipe grade ‘A’ 150 mm bore, ISI marked jointed with cement mortar, laid in trenches and tested including pipe fittings such as bend, junction etc. of same grade , complete all as specified and directed by the Engineer-in-Charge.

Precast RCC 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in precast manhole/ septic tanks covers including necessary form work and reinforcement and setting in CM 1:4 complete all as specified and directed by the Engineer-in-Charge. Note : Reinforcment shall be measured and paid separately .

LT under ground electric power cable crossed linked polyethylene ( XLPE) insulated, galvanised steel strip or wire armoured, ISI-7098 Marked, with aluminium conductor multi stranded , heavy duty 1100 Volts grade of size 25 sqmm cross sectional area, 4 core ,complete all as specified laid in trenches/ laid under floor or fixed naked with walls / on poles/ in ducts /in GI pipes etc. with and including MS Clamps, nuts , bolts, washers including jointing and testing complete , complete all as specified and directed by Engineer-in- Charge. Note : Excavation, earth work, sand cushioning, protection bricks/ tiles/ block and pipe shall be measured and paid separately under appropriate items.

Sand cushioning to cables with a layer of sand 8 cm deep before laying the cable and 15 cm depth (punned down to 10 cm depth after laying and stretching of cable), complete all as specificed and directed by Engineer-in-Charge. Note: Punned thickness (over all 18 cm) shall be measured & paid.

Protection of cable with one layer of bricks laid flat butting to each other in such a way that the length of the bricks is at right angle to the central axis of the cable using old size sub-class ‘B’ bricks, complete all as specified and as directed by Engineer-in-Charge.

Epoxy powder coated or polystrene insulated material sheet metal enclosure factory made (double door) 4 way TPN suitable for MCB DB's 415 volts with 200 Amps rated busbar, neutral & earthing link bar, flush/surface mounting ,complete all as specified and directed by Engineer-in- Charge.

MCB TPN ISI Marked 'C' series working on 415 volts 50 Hz AC supply for incoming and outgoing controlling circuit of capacity 63 Amps breaking capacity 10 KA etc , complete all as specified and directed by Engineer-in- Charge.

Point wiring for one light/fan point controlled by one, one way switch by using 1.5 Sq mm nominal cross sectional area multistranded copper conductor, PVC insulated unsheathed FRLS cables in and including PVC concealed conduits and conduit accessories/fittings, pressed steel terminal switch boxes, 3 mm thick Bakelite sheet top cover (ISI Marked) fitted with Chromium plate brass screws washers and 1.5 Sq mm nominal cross sectional area multistranded copper conductor green PVC insulated unsheathed earth wire and connecting to earth dolly and make wall surface as existing same colour and making good disturbed surfaces of walls, floors, etc. to match with the existing good disturbed surfaces of walls, floors etc. match with the existing ,complete all as specified and as directed by Engineer-in- Charge.

All as per Sl item no.124 above but for one socket outlet point 5 amps on independent board controlled by one, one way switch.

All as per Sl item No. 124 but for one socket outlet point on same the baord with other switches.

Point wiring for 15 amps socket point controlled by one, one way switch using 2.5 Sq mm nominal cross sectional area multi stranded copper conductor, PVC insulated FRLS unsheathed cables in and including PVC concealed conduit and conduit fittings including pressed steel terminal switch boxes and 3 mm thick plate for fixing of switches/sockets and fitted with Chromium plated brass screws & washers and 2.5 Sq mm nominal cross sectional area multi stranded copper conductor, PVC insulated unsheathed earth wire and connected to earth dolly and making good disturbed surfaces of walls, floors, etc. to match with the existing good disturbed surfaces of walls, floors etc. match with the existing ,complete all as specified and as directed by Engineer-in- Charge.

Moduler switch 10 Amp, SP, one way with indicator -01 Module, 250 Volts AC, square white mechanisms ,complete all as specified and as directed by Engineer-in- Charge.

Modular cover plate with frame suitable for 2 module , complete all as specified and as directed by Engineer-in- Charge.

Modular cover plate with frame suitable for 4 module ,complete all as specified and as directed by Engineer-in- Charge.

Modular cover plate with frame suitable for 6 module ,complete all as specified and as directed by Engineer-in- Charge.

Modular cover plate with frame suitable for 8 module complete all as specified and as directed by Engineer-in- Charge.

Moduler switch 1 way 16A, 1 modules square white mechanisms ,complete all as specified and as directed by Engineer-in- Charge.

Moduler socket shuttered 6/16 Amps, 3 Pin Universal India -2 module ,complete all as specified and as directed by Engineer-in- Charge.

Ceiling fan regulator electronic type deluxe 240 Volts 5 step ISI Marked ,complete all as specified and as directed by Engineer-in- Charge.

Ceiling rose, Pilot 3 Plate ceiling rose 6A ,complete all as specified and as directed by Engineer-in- Charge.

Distribution box epoxy powder coated ,SPN 12 way, 240 V, with 200 amps rated bus bar, 240 Volts for MCBs, grouted flush to walls complete with IP 43 and metal double door ,complete all as specified and directed by Engineer-in- Charge.

MCB SP, 6 to 32 Amps, 240 Volts to be housed in DBs of Proper and suitable size cable lugs to be fixed with MCBs as in replacment ,complete all as specified and directed by Engineer-in- Charge.

MCBs SPN/ Isolator, 40 Amps, 240 Volts to be housed in DBs Proper and suitable size cable lugs to be fixed with MCBs as in replacment ,complete all as specified and directed by Engineer-in- Charge.

Single pole enclosure box suitable for MCB SP of capicity 32 Amps B/C type as in replacment ,complete all as specified and directed by Engineer-in- Charge.

Sub main wiring (concealed type ) with two single core 6 Sqmm FRLS PVC insulated and unsheathed 1100 volts grade cables with stranded copper conductor cable drawn through in and including 25 mm dia rigid non metallic PVC conduit and conduit accessories including one single core 6 Sqmm FRLS PVC insulated unsheathed stranded copper earth cable connected to common earth dully complete and including cutting chasing in walls for concealed wiring using machine cutting and making good the disturbed surface , complete all as specified and directed by Engineer-in-Charge. Note : (i) 2 run of 6 Sqmm ,1 run of PVC conduit & 1 run of 6 Sqmm cable will be measured as single run. (ii) Extra length of cables/wire required for connection to MCBs shall not be measured and paid separetly the rate quoted by contractor per unit shall be deemed to be included in the quoted rate of this item.

Recess LED llight fittings of size 2X2 42 watt LED made of CRCA powder quoted finish with Fully Covered by PMMA Acrylic Lumio Diffuser, LED Used shall be SMD type and fixture including cutting and making false ceiling of any pattern/mtrl proper fixing of light in falce ceiling , electrical connection up to 15 feet height of various ward and dept ,complete all as specified and as directed by Engineer-in- Charge.

Recess LED llight fittings of round shape 10 watt LED made of CRCA powder quoted finish with Fully Covered by PMMA Acrylic Lumio Diffuser, LED Used shall be SMD type and fixture including cutting and making false ceiling of any pattern/mtrl proper fixing of light in falce ceiling , electrical connection up to 15 feet height of various ward and dept ,complete all as specified and as directed by Engineer-in- Charge.

Lamp holderbattern/anguler type , PVC/polycarbonate type with cord grip cap suitable for pendant fittingsas in replacement ,complete all as specified and as directed by Engineer-in- Charge.

LED tube light 20 watt 4 feet retro Bar Professional WH 5700K/CW 6500Kble FTL & Supply and fixing battern fitings suiatable for 20 W LED tube with single side connection Ultra bright, glass shell, glare free, wide angle, single side . prewired including providing connection of size 23/.0076 of required length form ceiling rose to the tube light fitting , complete all as specified and directed by Engineer-in-Charge

Barttern fiting for LED tube rod 20 watt, 4 feet, pre wired including connection , complete all as specified and directed by Engineer-in-Charge

Mirror light fitting 18 watt make philips Ultron 17-Watt (Cool White, Round) ,complete all as specified and as directed by Engineer-in- Charge.

Bulk head light fitting 18 watt make philips Ultron 17-Watt (Cool White, Round) or equivalent of other , complete all as specified and directed by Engineer-in-Charge

Ceiling fan 1200 mm sweep AC 230 volts single phase including making connection with three core PVC insulated 1100 volts grade multi stranded copper wire of appropriate size including testing, complete all as specified and as directed by Engineer-in- Charge.

Exhaust fan 300 mm sweep AC 230 volts single phase with louvers including making connection with three core PVC insulated 1100 volts grade multi stranded copper wire of appropriate size including testing , complete all as specified and as directed by Engineer-in- Charge.

Supply, installing, testing and commissioning of storage type water heater of 25 Litres capacity , vertical mounting type complete made out of CRCA outer body, copper storage tank, heating element, thermostat, thermal cut out, glass wool etc complete including making necessary electric connections with suitable size of multistarnded copper conductor cable of required , complete all as specified and as directed by Engineer-in- Charge.

M K Engineers and Contractors

M/s Vimal Traders