PERIODICAL SERVICES TO VARIOUS DEPARTMENTS AND WARDS BLDGS AND REPAIR/MAINT TO JOINERY, PLASTER, TILING, SANITARY ITEMS, ROOF SHEDS, FALSE CEILING AND ITS CONNECTED ITEMS OF BASE HOSP, SHO AND ECHS UNDER GE E/M LUCKNOW

Amount

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.

Excavating over area not exceeding 1.5 m deep and getting out in soft/loose soil , 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.

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

Brickwork with 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.

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

Reinforced Cement concrete 1:2:4 ( nominal mix) type B1 using 20mm graded 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.

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 edges of concrete flats, roof exc 5 cm wide and n exc 10 cm wide for rough finished surfaces, 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 columns hooking for columns hooking ends and binding with and including mild steel wire ( annealed ) not less than 0.9mm dia or securing with clips ,complete all as specified and directed by Engineer-in- Charge.

Demolition of cement concrete (un-reinforced) in ground floor and pavings n. exc 15 cm thick (above or below ground level), complete all as specified and as directed by the Engineer-in-Charge.

Plain cement concrete (1:5:10), type E-2, using 40 mm graded mechanically crushed stone aggregates 100mm thick as in sub base to floor, complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete, 1:2:4 type B2 (using 40 mm graded stone agrregate) 75 mm thick as in sub base floor etc ,complete all as specified and directed by Engineer-in-Charge.

Plain cement concrete (1:2:4) type B-1 using 20mm graded stone aggregate as in coping,padding and bed block, wall through and the like including weathering slightly rounded or chamfered angles and throating including necessary form work ,complete all as specified and directed by the Engineer in Charge.

Plain cement concrete, 75mm thick 1:3:6, type C-2, using 20mm graded stone aggregate as in plinth protection, laid in slope in 1:30 in pannels n. exc. 2m long, concrete surfaces finished even and smooth without using extra cement including making joints between panel to panel and filling the same with bitumen mastic using bitumen and sand mixture in a ratio of 1:3 ,complete all as specified and directed by Engineer-in- Charge.

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

Glazed ceramic tiles in vertical surfaces 350 x 250 x 7 mm / 450 x 350 x 7 mm [thick] set and jointed in neat cement slurry and pointed in white or coloured cement to match coloured tiles over 10mm thick screed in CM 1:3 ,complete all as specified and as directed by the Engineer-in-Charge. (Note : Screed bed will not be measured and paid separately)

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 n.exc 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.

18-20mm thick machine cut kota stone slab flooring over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 15mm thick screed bed in CM 1:4 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by Engineer-in- Charge.

18-20mm thick machine cut kota stone slab as in skirting/riser over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing and complete and 10mm thick screed bed in CM 1:3 in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by 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 1:6in and including demolition of stone slab and tiles of any description or thickness in floors, aprons etc, laid bedded and pointed in cement mortar ,complete all as specified and directed by Engineer-in- Charge.

Taking down cement plaster on brick or stone wall etc. including racking out joints, hacking for key and scrubbing down with water etc. , complete all as specified and as directed by the 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.

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

Rendering 5 mm thick on ceiling in cement mortar 1:4 finished fair and even without using extra cement ,complete all as specified and directed by Engineer-in- Charge.

Preparation of newly plastered or unplastered surface of ceiling applying three coat of white wash ,complete all as specified and as directed by the Engineer-in-Charge.

Preparation of newly plastered or unplastered surface of ceiling and applying two coat of white wash , complete all as specified and as directed by the 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.

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.

Preparation of old plastered or unplastered surfaces of walls and applying one coat of plastic emulsion paint interior quality any shade over old painted surface, complete all as specified and directed by the Engineer in Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description not exceeding 1.50 Sq. m each, and making good the disturbed Surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down Chowkhats with shutters without taking of shutter from the frame of any description exceeding 1.50 Sq. m but not exceeding 4.00 Sq. m each, and making good the disturbed surface in CM 1:4 & finished with similar specification as exists, complete all as specified and as directed by the Engineer-in-Charge.

Taking down shutters of any description not exceeding 1 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Taking down shutters of any description exceeding 1 Sq. m but not exceeding 2 Sq. m each, from chowkhat, complete all as specified and directed by the Engineer in Charge.

Plain, solid, straight chowkats and frames in 2nd class Hard wood wrought framed, rebated on the solid, rounded or chamfered put together with glue pinned joints ,complete all as specified and directed by Engineer-in- Charge.

Band straps, Hold fast ,supports ,Wind ties for stay securing bolts, posts & struts in fencing including cutting cutting tops to shape as directed, drilling holes, notching for wire, etc and similar work conforming to Fe-290 Gde E-165 , complete all as specified and directed by Engineer-in-Charge.

PCC 1:3:6 type C1 using 20mm graded stone aggregate for fixing of hold fast and making good , complete all as specified and as directed by the Engineer-in-Charge.

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

35 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive glass ,gauge etc. divided into squares ,with plain, chamfered or rounded mitred and rebated sash bars,any numbers for securing glass etc ., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (a), complete all as specified and directed by the Engineer in Charge.

30 mm thick (Batten thickness) 2nd class hardwood Glazed,skeleton shutters, open rebated and prepared to receive wire cloth, glass etc. divided into squares ,with plain, chamfered or rounded mitred and rebated sash bars,any numbers for securing glass etc , in window ventilators are provided with sytle and rails edges for securing glass etc ., sizes of members of shutters as specified in SSR Part-I section 8 clause 8.24 (b), complete all as specified and directed by the Engineer in Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges100 mm ,complete all as specified and directed by the Engineer in Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges 75 mm ,complete all as specified and directed by the Engineer in Charge.

Butt hinges medium weight (ISI Marked) cold rolled mild steel and fixed of size of hinges 50 mm ,complete all as specified and directed by the Engineer in Charge.

Mild steel pressed steel handle 150mm size, oval type stove enamelled black ,complete all as specified & directed Engineer-in-Charge

Mild steel pressed steel handle 100mm size, oval type stove enamelled black ,complete all as specified & directed Engineer-in-Charge

Mild steel barrel tower bolt 150 mm long stove enamelled black with bright bolt ,complete all as specified and directed Engineer-in-Charge

Mild steel barrel tower bolt 100 mm long stove enamelled black with bright bolt ,complete all as specified and directed Engineer-in-Charge

Mild steel sliding door bolts,plate type, stove enamelled 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 and fixed hving length of bolt 300mm, complete all as specified and directed by Engineer-in-Charge.

300mm size ordinary mild steel , rat tail rod pattern spring including roller and roller plate welded to mild steel frame , complete all as specified and directed by Engineer-in-Charge.

Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery ,complete all as specified and directed by Engineer-in- Charge.

Galvanised mild steel wire cloth 0.56 mm nominal dia of wire and average width of aperture 1.18 mm in steel window clips and wooden beading in wooden joinery fixed as in repair,complete all as specified and directed by Engineer-in- Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples complete all as specified and directed by Engineer-in-Charge.

Aluminium alloy wire cloth, 0.45 mm nominal dia of wire and averaging width of aperture 1.40mm and fixed with aluminium wire staples fixed in repair complete all as specified and directed by Engineer-in-Charge.

Hacking out old broken glass panes of any thickness, size ,quality or description from wooden frames , glazed with putty or fixed with beads in repairs complete all as specified and directed by Engineer-in-Charge.

Sheet glass 3 mm thick, ordinary quality and glazing with oil putty or wooden bead in squares exceeding 0.5 Sq. m in each pane ,complete all as specified and directed by Engineer-in- Charge.

Anodised aluminium Powder Coated frame for partition, with one or more rebates, aluminium sections not less than 1.092 Kg/RM, necessary joining cleats, glazine clips rubber neoprene packing, anodised aluminium snap beading screw, complete including all necessary fittings complete all as specified and directed by Engineer-in-Charge

Toughened glass door 12 mm thick, shutter swing at middle portion including brass hinges of size 150 mm, chromium plated fancy type handle of size 300mm, with locking arrengement andbrass body floor spring 1st quality etc complete all as specified and directed by Engineer-in- Charge.

Preparation of old painted steel surfaces of any description, not otherwise described over 10 cm width or girth & applying two coats of synthetic enamel paint (of approved shade) over a coat of red oxide zinc chrome primer, complete all as specified and directed by Engineer-in-Charge.

Preparation of new wooden surfaces of any description, exceeding 10 cm width or girth of any description and applying two coats of synthetic enamel paint over one coat of pink primer , complete all as specified and directed by Engineer-in-charge.

Steel water tubing, 15 mm bore medium grade, galvanized with all fittings and fixed complete to walls, ceiling or laid in floors, fixed n and including taking up or down steel water tubing and connections 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, fixed in and including taking up or down steel water tubing and connections complete all as specified and directed by Engineer-in- Charge.

Water proofing treatment on roof surfaces to the following specification:- (a) Demolition of existing roof treatment of any type complete all as specified and directed by Engineer-in-Charge. (b) 15mm thick screed plaster on RCC slab CM 1:4 with using in and including by using liquid water proofing compound @ 3% by weight of cement. (b) Applying oil bound bitumen primer @ 0.40 lit / Sqm of density 0.87 - 0.89 Kg/lit of 25º C after preparation of the surfaces. (c) Supply and laying 3mm thick APP water proofing membrane reinforced with non woven polyster matt laid using butane torch by torch on application with a side lap of 10cm and 15cm end lap weighing not less than 3.5 kg/sqm. (d) Providing 230 x 115 x 40mm thick machine pressed brick tiles with minimum thickness of joint (n.exc 3mm) and are throughly filled with water proof polymer based joint mortar , complete all as specified and directed by Engineer-in-Charge.Note : The tiles shall be laid to the slop to avoid stagnation of water).

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

GI frame work for seamless ceiling comprising of GI perimeter channel 0.55 mm thick with two unequal flanges of 20 and 30mm nd web of 27mm fixed to surrounding wall using nylon sleeves and screws at 450 mm centre to centre/ intermediate channel 0.9mm thick having two equal flanges of 15mm ech and web of 45 mm suspended from soffit at approx 900 mm centre to centre with GI cleat and steel expansion fastners with and including ceiling section ( not exc 1.2 m length) of 0.55 mm thickness having kurled web of 50mm and flange of 26 mm each with lips of 10.5 mm fixed to the intermediate channel with connecting clips across the intermediate channel at 457 mm centre to centre complete all as specified and directed by Engineer-in-Charge

Removing plant including roots by dismantling of brick work PCC/RCC including necessary scaffolding any type in any location/ position i.e. roof parapet wall near pipes etc and applying acid after removing roots for preventing the regroth and market good of disturbed portion using PCC 1:2:4 type B0 & 10mm thick plaster in CM 1:3 size of disturbed portion 150x150x200mm, complete all as specified and directed by Engineer-in-Charge.

M S work as Framed works such as grills, gratings etc with ends of bars shouldered and/or riveted, or forged into spikes,framed guard bars barred iron doors ladders, framed balusters walk ways railing, framed work of water tanks, framed and hung as gates including pintle hinges, stops, hand made sliding sliding bolts etc complete all as specified and directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for ,complete all as specified and directed by Engineer-in- Charge.

Steel work in tubular trusses including special shape washer etc. complete using ERW or induction butt welded tubes conforming to IS 1161-1979 grade St.240 ,with one shop coat of zink chromote primer paint, complete all as specified and directed by Engineer-in-Charge.

Pre painted galvalume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering / cladding to wall, fixed with self tapping screws in and including demolition of old unservicable sheet/ridge, complete all as specified and directed by Engineer-in-Charge.

Expanded metal, cut to length , bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia.or fixing with galvanised steel staples supplied and fixed complete to wood or steel members(not exc 4 Kg/sqm) ,complete all as specified and directed by Engineer-in- Charge.

Preparation of old decorated plastered or unplastered surfaces of walls by brooming down or steel wire brushing scraping down smoke soot, moulds moss and efflorescent salts, trading oil and greasy spots and applying one coat of white wash complete all as specified and directed by the Engineer in Charge.

All as per item No. 75 above but on ceiling.

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of cement base paint of any tint/shade complete all as specified and directed by the Engineer in Charge.

All as per item No 77 above but two coats

Preparation of old plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of distemper oil emulsion of any tint/shade complete all as specified and directed by the Engineer in Charge.

All as per item No. 79 above but two coats

All as per item No 79 above but on ceiling.

Preparation of old painted wood and wood based surfaces of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint , complete all as specified and directed by the Engineer in Charge.

Preparation of old painted surfaces of steel of any description, not otherwise described over 10 cm width or girth, including knotting and stopping and applying one coat of synthetic enamel paint , complete all as specified and directed by the Engineer in Charge.

Complete removal of existing treatment of walls and applying two coats of distemper oil emulsion over a thin layer of Birla or JK white wall putty on old plastered surfaces including prepration, complete all as specified and directed by the Engineer in Charge.

Preparation of old painted plastered or unplastered surfaces of walls by washing, rubbing down & stopping etc, and applying one coat of Apex ( Asian Paint) / Weather coat (Berger) , complete all as specified and directed by the Engineer in Charge.

Preparation of old brick, stone, concrete, AC or decorated plastered surfaces of any description over 10cm width or girth not otherwise described and applying one coat of synthetic enamel paint complete all as specified and directed by the Engineer in Charge.

Writing letters or figures (Block, Roman Italic or Indian) n exc 30 cm high with a thick coat of synthetic enamel paint without showing signs of brushes mark ,complete all as specified and directed by Engineer-in-Charge

Stops.commas, short lines, dashes, hyphens, brackets etc ,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 treated creosotetreating small articles such as back of chowkhats & hold fasts, M S rungs etc area n exc 0.10 sqm each ,complete all as specified and directed by Engineer-in- Charge.

Divya Jyoti Constructions

M/s Reliable Electromech Systems

Ram Bilas Yadav

M/s J C Oberoi

m/s raghubar dayal

PUMA POWER